Болдырев Г.Г. Методы определения механических свойств грунтов

Подождите немного. Документ загружается.

Библиографический список

681

406. Menzies B.K. Soil Testing Systems. Geotechnical News. – Vol. 1. – No. 3. – 1984. –

P.38"39.

407. Menzies, B.K. Computer Controlled Hydraulic Triaxial System. Proceedings, Advanced

Triaxial Testing of Soil and Rock, ASTM STP 977, R.T.Donaghe, R.C.Chaney and M.L.Silver,

Eds., ASTM Inernational. – 1988. – P.82"94.

408. Mesr,i G., Shahien, M., Feng, T.W. Compressibility Parameters During Primary

Consolidation. Compression and Consolidation of Clayey Soils, Yoshikuni and Kusakabe, Eds.,

Balkema, Rotterdam. – Vol. 2. – 1995. – P.1021"1037.

409. Mohr, O. Uber die Darstellung des Spannungszustandes und des Deformationszustandes

eines Korperelementes und uber die Anwendung derselben in der Festigkeitslehre. Der

Civiligenieur. 1882, 28, 113"156.

410. Mhori, Y., Pradhan, T.B.S., Tatsuoka, F. Automated Control of Stress Path in Triaxial

Tests. Proceedings 12"ty Annual Japanese Symposium on Soil Mechanics and Foundation

Engineering. – Vol. 1. – 1986. – P.303"306.

411. Michelis, P. A true Triaxial Cell for Soil and Rock. Advanced triaxial testing of soil and

rock. ASTM STP 977, R.Donaghe, R.Chaney, M.Silver, Eds., American society for testing

materials, Philadelphia. – 1988. – P. 806"818.

412. Mould, J.C. Multiaxial Testing and Analytical Constitutive Characterization of Granular

Materials. Master Thesis, Virginia Polytechnical Institute and State University, 1979.

413. Moritz, L. Geotechnical Properties of Clay at Elevated Temperatures. Report 47,

Swedish Geotechnical Institute, Linkopping. – 1995.

414. Moriwaki, T., Umehara, K. Method for Determining the Coefficient of Permeability of

Clays. Geotechnical Testing Journal. – Vol. 26. – No. 1, 2003.

415. Nahlaw,i Y., Chakrabarti, S., Kodikara, J. A Direct Tensile Strength Testing Method for

Unsatureted Geomaterials. Gtotechnical Testing Journal. – Vol. 27. – No. 4, 2004. – P.1"6.

416. Nash, D. F. T., Lings, M. L., and Pennington, D. S. The Dependence of Anisotropic G

Shear Moduli on Void Ratio and Stress State for Reconstituted Gault Clay. Proceedings of II

International Symposium on Pre"Failure Deformation Characteristics of Geomaterials, Torino,

Jamiolkowsky, Lancellotta, and Lo Presti, Tds., Balkema. – Vol. 1. – 1999. – P.229"238.

417. Nakamura, S., Tatsuoka, F., Shin"no. Strain Distribution in Plane Strain Compression

Test of Sand. Proceedings 22

Japanese National Conference on Soil Mechanics and Foundation

Engineering. – Vol. 1. – 1987. – P.349"352.

418. Nakamura, Y., Hashimoto S., Kuwano J. The Development of a Hollow Cylinder

Apparatus for a Measurement in a Wide Strain Range. Proceedings 33

Japan National

Conference on Geotechnical Engineering, Yamaguchi, JGS. – Vol. 1. – 1998, 519"520.

419. Nakamura, T., Mitashi, T., Ikeuba, I. Direct Shear Testing Method as a Means for

Estimating Geogrid"Sand Interface Shear"Displacement Behavior. Soils and Foundations. – Vol.

39. – No. 4. – 1999. – P.1"8.

420. Natau, O.P., Frohlich, B.O., Amuschler T.O. recent development of the large"scale triaxial

test. Proc. Of 5

Congress ISRM, Melbourne. – 1983, 1, A65"A"74.

421. Nequssey, D., Wijewickreme, W.K.D., Vaid, Y.P. Geomembrane Interface Friction.

Canadian Geotechnical Journal. – Vol. 26. – 1988. – P.165"169.

422. Nishimura, S. Laboratory Study on Anisotropy of Natural London Clay. Ph.D. Tesis,

Departament of Civil and Environmental Engineering Imperial College London, 2005.

423. Ng, C. W., Zhan, L. T., Cui, Y. J. A New Simple System for Measuring Volume

Changes in Unsaturated Soils. Canadian Geotechnical Journal. – Vol. 39, 2002. – P.757"764.

424. Ogubekun, O.O.O. The Influence of Boundary Constraints on the Shearing

Characteristics of Particulate Solids at Extremely Low Pressure Levels. Ph.D.

thesis. – 1988, University College London, UK.

Библиографический список

682

425. Ogunbekun O.O., Dalili A., Arthur J.R.F., Dunstan T. Distributed distrubance and

constraint in soils. Micromech. Granular Mater., Ed.: M.Satake. – 1988. – P.235"244.

426. Okochi, Y., and Tatsuoka, F. Some Factors Affecting Ko Values of Sand Measured in

Triaxial Cell. Soils Found.. – Vol. 24. – No. 3. – 1984. – P.52"68.

427. Olson, R.E., Langfelder, L.J. Pore Water Pressure in Unsaturated Soils. Journal of Soil

Mechanics and Foundation Division. – Vol. 91. – 1965. – P.127"150.

428. Olson R.E., State of Art: Consolidation Testing, Consolidation of Soils, Testing and

Evaluation. ASTM STP 892, R.N.Yong, F.C.Townsend, Eds.. – 1986. – P.7"70.

429. Onitsuka, K., Hong, Z., Yoshitake, S. Interpretation of Oedometer Test Data for

Natural Clays. Soils and Foundations. – Vol. 35. – No. 3. – 1995. – P.61"70.

430. Ono, T. Lateral Deformation of Freezing Clay under Triaxial Stress Condition Using

Laser"Measuring Device. Cold Regions Science and Technology. – Vol. 35, 2002. – P.45"54.

431. D’Onofrio A., Silvestri F., Vinale F. A New Torsional Shear Device // Geotechnical

Testing Journal. – Vol. 22. – No. 2. – 1999. – P.101"111.

432. Osipov, V.J. Methods of studiyning clay microstructure// Geotechnical Testing Journal.

– Vol. 6. – No. 1. – 1983. – P.10"17.

433. Palmeira, E.M., Milligan G.W.E. Scale and other Factors Affecting the Results of Pull"

out Tests of Grids Buried in Sand. Geotechnique. – Vol. 39. – No. 3. – 1989. – P.511"524.

434. Parameswaran, V.R., Jones, S.J. Triaxial Testing of Frozen Sand. Journal of Glaciology.

– Vol. 27 (95). – 1981. – P.147"155.

435. Pearce, J.A. A New Triaxial Apparatus. In Proceedings // Roscoe Memorial

Symposium, G.T.Foulis, Henley on Thames. – 1972. – P.330"339.

436. Pennington, D. C., Nash, D. F. T., and Lings, M. L. Anisotropy of G

Shear Stiffness in

Gault Clay. Geotechnique. – Vol. 47. – No. 3. – 1997. – P.391"398.

437. Penumadu, D., Skandarajah, A., Chameau, J."L. Strain"rate effects in pressuremeter

testing using a cuboidal shear device: experiments and modeling. Canadian Geotechnical Journal.

– Vol. 35. – 1998. – P.27"42.

438. Peric, D., Runesson, K., Sture, S. Evalution of Plastic Bifurcation for Plane Strain

Versus Axisymmetry // Journal of Engineering Mechanics, ASCE. – Vol. 118. – No. 3. – 1992. –

P.512"524.

439. Perry, R.H. Chemical Engineers Handbook, 5

edition, 1973.

440. Pollard, W.S., Sangrey D.A., Poulos S.J. Air Diffusion Through Membranes in Triaxial

Tests // Journal of the Geotechnical Engineering Division, ASCE. – Vol. 103. – No. 10. – 1977.

– P.1169"1173.

441. Poorooshasb ,H.B., Holubec I., Sherbourne A.N. Yielding and flow of sand in triaxial

compression: Part I // Can. Geotech. J. – 1966, 3(4), 179"190.

442. Poorooshasb, H.B., Holubec I., Sherbourne A.N. Yielding and flow of sand in triaxial

compression: Part II and Part III // Can. Geotech. J.. – 1966, 4(4), 376"396.

443. Potyondly, J.G. Skin friction between Various Soils and Construction Materials //

Geotechnique. – Vol. 11. – No. 4. – 1961. – P.339"353.

444. Pradhan, T. B. S., Tatsuoka, F., and Molenkamp, F. Accuracy of Automated Volume

Change Measurements by Means of a Differential Pressure Transducer // Soils and Foundations.

– Vol. 26. – No. 4. – 1986. – P.150"158.

445. Pradhan, B.S., Tatsuoka F., Horri N. Simple shear testing on sand in a torsional shear

apparatus // Soils and Foundations. – Vol. 28. – No. 2. – 1988. – P.95"112.

446. Pradhan, T. B. S., Tatsuoka, F., Mohri Y., Sato Y. An Automated Triaxial Testing

System Using a Simple Triaxial Cell for Soils // Soils and Foundations. – Vol. 29. – No. 1. –

1989. – P.151"160.

447. Prashant, A., Penumadu, D. A Laboratory Study of Normally Consolidated Kaolin Clay

// Canadian Geotechnical Journal. – Vol. 42, 2005. – P.27"37.

Библиографический список

683

448. Prevost, J.H. Two surfaces vs multi"surface plasticity theory. Int. J. Numer. Analyt.

Meth. Geomech.. – Vol. 6(3). – 1982. – P.323"338.

449. Qadimi, A. The cyclic response of a carbonate sand through critical state soil mechanics.

PhD Thesis, 2005, Imperial College London.

450. Rad, N. S. and Clough, G.W. A New Automatic Volume Change Monitoring Device //

Geotechnical Testing Journal. – Vol. 8. – No. 4. – 1985, 179"183.

451. Randolph, M., Wroth, C.P. Application of the failure state in undrained simple shear to

the shaft capacity of driven piles // Geotechnique. – Vol. 31. – No. 1. – P.143"157. – 1981.

452. Rampino, C., Mancuso, C., and Vinale, F. Laboratory Testing on an Unsaturated Soil:

Equipment, Procedures, and First Experimental Results // Can. Geotech. J. – Vol. 35. – 1999. –

P.1"12.

453. Read, H. E., Hegemier, G.A. Strain Softening of Rock, Soil and Concrete – a review

article // Mechanics of Materials. Vol. 3. – 1984. – P.271"294.

454. Reades, D.W., Green, G.E. Independet Stress Control and Triaxial Extension Tests on

Sand // Geotechnique. – Vol. 26. – No. 4. – 1976. – P.551"576.

455. Reddy K.R., Saxena S.X., Budiman J.S. Development of a True Triaxial Testing

Apparatus // Geotechnical Testing Journal. – Vol. 1. – No. 2. – 1992. – P.89"105.

456. Reddy E.S., Chapman D.N., O’Reily M. Design and Performance of Soil"Pile"Slip Test

Apparatus // Geotechnical Testing Journal. – Vol. 21. – No. 2. – 1998. – P.132"139.

457. Ridley A.M., Burland J.B. A New Instrument for Measurement of Soil Moisture Suction

// Geotechnique. – Vol. 43. – No. 2. – 1993. – P.321"324.

458. Rifa’i, A., Laloui, L., and Vulliet, L. Volume Measurement in Unsaturated Triaxial Test

Using Liquid Variation and Image Processing // Proceedings of the 3

International Conference

on Unsaturated Soils, Swets and Zietlinger, 2002. – P.441"445.

459. Rizkallah, V., Rashen R. Einsatz der Electronenmicroscopie in der Bodenmechanic.

Bautechnik. – Vol. 55. – No. 8. – 1978, s. 276"281.

460. Robinson, R.G., Allam M.M. Effect of Clay Mineralogy on Coefficient of

Consolidation // Clays and Clay Minerals. – Vol. 46. – No. 5. – 1998. – P.596"600.

461. Roesler, S. K. Anisotropic Shear Modulus Due to Stress Anisotropy. Journal of Geo"

technical Engineering Division, American Society of Civil Engineers, GT7. – 1979. – P.871"880.

462. Rolo, R. The anisotropic stress"strain"strength behaviour of brittle sediments. PhD

These, 2003, Imperial College, University of London.

463. Roscoe, K.H., An Apparatus for the Application of Simple Shear to Soil Samples. Proc.

3rd ICSMFE. – Vol. 1. – 1953. – P.186"191.

464. Roskoe, K. The Influence of Strains in Soil Mechanics. Geotechnique. – Vol. 20. –

No. 2. – 1970. – P.129"170.

465. Roscoe, K.H., Burland J.B. On the generalized stress"strain behaviour of “wet clay”. In:

Heyman J., Leckie F.A. (Eds.), Engineering Plasticity. – 1968. – P.535"609.

466. Rowe, P.W., A New Consolidation Cell. Geotechnique. – Vol. 16. – No. 2. – 1966. –

P.162"170.

467. Rowe, P.W., Barden L. Importance of Free Ends in Triaxial Testing // Journal of Soil

Mechanics and Foundations Division, ASCE, 90. – 1964, SM1. – P.1"27.

468. Saada, A.S., Townsend F.C. State of the Art: Laboratory Strength Testing of Soils,

ASTM Spec. Tech. Publ. – No. 740. – 1981. – P.7"77.

469. Saada, A.S. Hollow cylinder torsional devices: their advantage and limitations. Advanced

triaxial testing of soil and rock. ASTM STP 977, R.Donaghe, R.Chaney, M.Silver, Eds., American

society for testing materials, Philadelphia. – 1988. – P. 766"795.

470. Sabatini, P.J., Bachus R.C., Mayne P.W., Schneider J.A., Zettler T.E. Geotechnical

Engineering Circular No.5. Evaluation of Soil and Rock Properties. Report No. FHWA"IF"02"

034, 2002, p. 385.

Библиографический список

684

471. Saliklis, E.P., Cramer S.M., Hermanson J.C. Measuring the Triaxial Load"Deformation

Response of Orthotropic Materials Subjected to Large and Small Strain Regimes // Journal of

Testing and Evaluation. – Vol. 26. – No. 5. – 1998. – P.444"454.

472. Sandler, I.S., DiMaggio F.L., Baladi G.Y. Generalized Cap Model for Geological

Materials. J. Geotech. Eng. – 1976, 102(7), 683"699.

473. Sandler I.S. Strain"softening for static and dynamic problems. Proc. Symp. on Constit.

Equations. – 1984. – P.217"231.

474. Sassa, K. Mechanism of Flows in Granular soils. – GeoEng2000, 2000.

475. Sassa, K., Wang G., Fukuota H. Performing Undrained Shear Tests on Saturated Sands

in a New Intelligent Type of Ring Shear Apparatus // Geotechnical Testing Journal. – Vol. 26. –

No. 3, 2003. – P. .

476. Savvidou C., Britto A.M. Numerical and Experimental Investigation of Thermally Indu"

ced Effects in Saturated Clay // Soils and Foundations. – Vol. 35. – No. 1. – 1995. – P.37"44.

477. Sayles, F.H. Triaxial Constant Strain Rate Tests and Triaxial Creep Tests on Frozen

Ottawa Sand. Technical Report. U.S. cold regions research and engineering loboratory. – 1974.–

253 p.

478. Scarpelli, G., Wood D.M. Experemental observations of shear band patterns in direct

shear test. IUTAM Conf.. – Vol. 1. – 1982. – P.473"484.

479. Seah, H.T., Koslanant S. Anisotropic Consolidation Behavior of Soft Bangkok Clay //

Geotechnical Testing Journal. – Vol. 26. – No. 3, 2003.

480. Seah, T.H., Lai K.C. Strength and Deformation Behavior of Soft Bangkok Clay //

Geotechnical Testing Journal. – Vol. 26. – No. 4, 2004.

481. Senneset, K. A New Oedometer with Splitted Ring for the Measurement of Lateral

Stresses // Proceedings of the Tweltth International Conference on Soil Mechanics and

Foundation Engineering, Rio de Janeiro. – 1989. – Vol. 1. – P.115"118.

482. Skempton, A.W., De Lory, F.A. Stability of Natural Slopes in London Clay //

Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering,

Vol 2. – 1957.– P. 378"381.

483. Skempton, A.W., Hutchinson, J. Stability of Natural Slopes and Embankment

Foundations. State of the Art Volume – Seventh International Conference on Soil Mechanics and

Foundation Engineering. – Mexico City. – 1969. – P.291"340.

484. Schofield, A.N., Wroth, C.P. Critical State Soil Mechanics. Mc"Graw Hill, UK. – 1968.

485. Scholey, G. K., Frost, D. J., Lo Presti, D. C. F., Jamiolkowski, M. A Review of

Instrumentation for Measuring Small Strains During Triaxial Testing of Soil Specimens //

Geotechnical Testing Journal. – Vol. 18. – No. 2. – 1995. – P.137"156.

486. Scott, R.F. Failure, Rencine Lecture, Geotechnique. – Vol. 37. – No. 4. – 1987. –

P.423"466.

487. Sheahan, T.C., Germanie, J.T. Computer Automation of Conventional Triaxial

Equipment // Geotechnical Testing Journal. – Vol. 15. – No. 4. – 1992, 311"322.

488. Sheahan, T.C., Germaine, J.T., Ladd, C.C. Automated Triaxial Testing of Soft Clays:

an Upgraded Commercial System // Geotechnical Testing Journal. – Vol. 13. – No. 3. – 1990. –

P.153"163.

489. Sheahan, T.C., Germaine, J.T., DeGroot, D.J. Laboratory Data Acquisition: A

Practical Guide to System Selection and Implementation // ASCE Geotechnical Special

Publication No. 37. – 1993. – P.42"56.

490. Shean, T.C., Watters, P.J. Using an Automated Rowe Cell for Constant Rate of Strain

Consolidation Testing // Geotechnical Testing Journal. – Vol. 19. – No. 4. – 1996. – P.354"363.

491. Sheeran, D.E., Krizek, R.J. Preparation of Homogeneous Soil Samples by Slurry

Consolidation // Journal of Materials. – Vol. 6. – No. 2. – 1971. – P.356"373.

Библиографический список

685

492. Shibuya S., Park C."S., Tatsuoka F.,Abe F., Teachavorasinskun., Kohata Y., Sato T.

The Significance of Local Lateral"Strain Measurement of Soil Specimens for a Wide Range of

Strain. Soils and Foundations. – Vol. 34. – No. 2. – 1994. – P.95"105.

493. Shibuya, S., Koseki, J., Kawaguchi, T. Recent Developments in Deformation and

Strength Testing of Geomaterials. Soil Stress"Strain Behavior: Measurement, Modeling and

Analysis. A Collection of Papers of the Geotechnical Symposium in Rome, March 16–17, 2006.

494. Schneider, J.A., Hoyos, L.J., Mayne, P.W., Macari, E.J., Rix, G.J. Field and

Laboratory Measurements of Dynamic Shear Modules of Piedmont Residual Soils. Behavioral

Characteristics of Residual Soils, GSP 92, ASCE. – 1999, Reston, VA. – P.12"25.

495. Silver, M. L. Automated Data Acguisition, Transdusers, and Dynamic Recording for the

Geotechnical Testing Laboratory // Geotechnical Testing Journal. – Vol. 2. – No. 4. – 1979. –

P.185"189.

496. Silvestri, V., Diab, R., Durcharme, A. Development of a New Hollow Cylinder Triaxial

Apparatus for the Study of Expansion Tests in Clay // Geotechnical Testing Journal. – Vol. 28. –

No. 3, 2005.

497. Sivakugan N., Chameau J.I., Holtz R.D., Altschaeffl A.G. Servo"Controlled Cuboidal

Shear Device // Geotechnical Testing Journal. – Vol. 11. – No. 2. – 1988. – P.119"124.

498. Sivakugan N., Chameau J.I., Holtz R.D. Inexpensive Automatic Control System for Soil

Testing. ASCE Geotechnical Special Publication No. 27. – Vol. 1. – 1991. – P.574"581.

499. Sivakumar, V. A Critical State Framework for Unsaturated Soil, Ph.D. Thesis,

University of Sheffield, Sheffield, UK. – 1993.

500. Sivakumar, R., Sivakumar, V., Blatz, J., Vimalan, J. Twin"Cell Stress Path Apparatus for

Testing Unsaturated Soils // Geotechnical testing Journal. – Vol. 29. – No.2, 2006. – P.1"5.

501. Skempton A.W. Long"Term Stability of Clay Slopes. Fourth Rankine Lecture.

Geotechnique . – Vol. 14. – 1964. – P.77"101.

502. Skempton, A.W. Slope Stability of Cuttings in Brown London Clay // Proceedings,

Ninth International Conference on Soil Mechnics and Founation Engineering, Tokyo. – Vol. 3. –

1977. – P.261"270.

503. Skempton, A.W., Hutchinson, J. Stability of Natural Slopes and Embankment

Foundations. State of the Art Volume // Proceedings Seventh International Conference on Soil

Mechnics and Founation Engineering, Mechico City. – 1969. – P.291"340.

504. Skopek P., Cyre G.P. A Resistance Wire Transducers for Circumferential Strain

Measurement in Triaxial Tests, Geotechnical testing Journal. – Vol. 18. – No. 1. – 1995. –

P.106"111.

505. Smith, R.E., Wahls, H.E. Consoliadation Under Constant Rates of Strain. Journal of the

Soil Mechanics and Foundation Division, ASCE. – Vol. 95. – No. SM2. – 1969. – P.519"539.

506. Snyder, V.A., Miller R.D. Tensile Strength of Unsaturated Soils. Soil Science of

Americal Journal, Vol. 49. – 1985. – P.58"65.

507. Song, B."W., Yasuhara, K., Murakami, S. Direct Simple Shear Testing for Post"Cyclic

Degradation in Stiffness of Nonplastic Silt. Geotechnical testing Journal. – Vol. 27. – No.6, 2004. – 7 p.

508. Sridharan, A., Nagaraj, H.B. Coefficient of Consolidation and its Correlation with Index

Properties of Remolded Soils. Geotechnical Testing Journal. – Vol. 27. – No. 5, 2004..

509. Sridharan, A., Prakash K. Critical Appraisal of Laboratory Determination of с

In"

ternational Symposium on Compression and Consolidation of Clayey Soils, Balkema Publishers. –

1995. – P.567"572.

510. Stark, T.D., Peoppel, A.R. Landfill Liner Surface Strengths from Torsional Ring"Shear"

Tests. Journal of Geotechnical Engineering. – Vol. 120. – No. 3. – 1994. – P.350"364.

511. Steenfelt, J.S. Strength and dilatancy revised. Miscellaneous papers in civil engineering"

1992 // 35

Anniversary of Danish Engineering Academy. Polyteknisk Forlag. – 1992. – P.155 – 186.

Библиографический список

686

512. Stewart, W. and Wong, C. K. Temperature Effects on Volume Measurements. Journal of

Geotechnical Engeneering. – Vol. 11. – No. 1. – 1985. – P.140"144.

513. Stokoe, K.H., II, Hwang, S.K., Lee, J. N. K., and Andrus, R. D. Effects of Various

Parameters on the Stiffness and Dumping of Soils at Small to Medium Strains. Proceedings of I

International Symposium on Pre"Failure Deformation Characteristics of Geomaterials, IS –

Hokkaido, Shibuya, Mitachi, and Miura, Eds., Balkema. – Vol. 2. – 1995. – P.785"816.

514. Stokoe, K. H., II, Lee, J. N. K., and Lee, S. H. H. Characterization of Soil in

Calibration Chamber with Seismic Waves. Proceedings, First International Symposium on

Calibration Chamber Testing, Postdam, An"Bin Huang, Ed., Elsevier, NY. – 1991. – P.363"376.

515. Stokoe, K. H., II, Lee, S. H. H., and Knox, D. P. Shear Moduli Measurement Under

True Triaxial Stresses. ASCE Annual Convention: Advances in the Art of Testing Soil Under

Cyclic Coditions, Detroit, MI. – 1985.

516. Stroud M.A. The Behavior of Sand at Low Stress Levels in the Simple Shear Apparatus.

Ph.D. thesis, University of Cambridge. – 1971.

517. Sture S., Desai C.S. Fluid Cushion Truly Triaxial or Multiaxial Testing Device //

Geotechnical Testing Journal. – Vol. 2. – No. 1. – 1979. – P.20"33.

518. Stroud M.A. The Behavior of Sand at Low Stress Levels in the Simple Shear Apparatus.

PhD Thesis, University of Cambrige. – 1971.

519. Sun D.A., Matsuoka H., Xu Y.F. Collapse Behavior of Compacted Clays in Suction"

Controlled Triaxial Tests // Geotechnical Testing Journal. – Vol. 27. – No. 4, 2004. – P.9.

520. Sun S., Xu H. Determining the Shear Strength of Unsaturated Silt. In: Experimental

Unsaturated Soil Mechanics, Ed. Schanz T.. – P.153"159.

521. Sutherland H.B., Mesdary M.S. The influence of the intermediate principal stress on the

strength of sand. Proc. Of 7

Conf. jn Soil Mechanics and Foundation Engineering. – 1969, 1,

391"399.

522. Suzuki M., Ymamoto T., Tanikawa K., Fukuda J., Hisanaga K. Variation in Residual

Strength of Clay with Shearing Speed. Vol. 52. – No. 1, 2001. – P.45"49.

523. Symes, M.J.P.R., Gens A., Hight D.W. Undrained Anisotropy and Principal Stress

Rotation in Saturated Sand // Geotechnique. – Vol. 34. – No. 1. – 1984. – P.11"27.

524. Talesnick, M., Frydman S. The Preparation of Hollow Cylinder Specimens from

Undisturbed Tube Samples of Soft Clay // Geotechnical Testing Journal. – Vol. 13. – No. 3. –

1990. – P.243"249.

525. Takada, N. Mikasa’s Direct Shear Apparatus, Test Procedures and Results //

Geotechnical Testing Journal. – Vol. 16. – No. 3. – 1993. – P.314"322.

526. Takashi O. Lateral Deformation of Freezing Clay under Triaxial Stress Condition Using

Laser"measuring Device // Cold Regions Science and Technology. – Vol. 35, 2002. – P.45"54.

527. Take, W.A., Bolton M.D. A new device for the measurement of negative water pressures

in centrifuge models. Cambridge University Engineering Departament, Cambridge, UK.

528. Tang, G.X., Graham J., Blatz J., Gray M.N., Rajapakse R.K.N. Suctions, Stress and

Strengths in Unsaturated Sand"Bentonite. International Journal of Engineering Geology. – 1999.

529. Tang, G.X., Graham, J. A Method for Testing Tensile Strength in Unsaturated Soils //

Geotechnical Testing Journal. – Vol. 23. – No. 3, 2000. – P.377"382.

530. Tatsuoka, F. Some Recent Developments in Triaxial Testing Systems for Cohesionless

Soils. Advanced Triaxial Testing os Soil and rock, ASTM STP 977, ASTM International, West

Conshohocken, PA. – 1988. – P.7"67.

531. Tatsuoka, F., Jardine, R. J., Lo Presti, D. C. F., Benedetto, H.D and Kohata, T.

Characterizing the Pre"Failure Deformation Properties of Geomatrials // Proceedings, 14

International Conference on Soil Mechanics & Foundation Engineering, Hamburg, Germany. –

Vol. 2. – 1997. – P.855"885.

Библиографический список

687

532. Tatsuoka F., Sonoda S., Hara K., Fukushima S., Pradhan T.B.S. Failure and Defor"

mation of Sand in Torsional Shear // Soils and Foundations. – Vol. 26. – No. 4. – 1986, 79"97.

533. Tatsuoka F., Sakamoto M., Kawamura T., Fukushima S. Strength and Deformation

Characteristics of Sand in Plane Strain Compression at Extremely Low Pressures // Soils and

Foundations, JSSMFE. – Vol. 26. – No. 1. – 1986. – P.65"84.

534. Tatsuoka F., Shibuya S. Deformation Characteristics of Soils and Rocks from Field and

Laboratory Test. Keynote Lecture for Session No. 1 // Proceedings, the 9

Asian Regional

Conference on SMFE, Bangkok. – Vol. II. – 1991. – P.101"170.

535. Tatsuoka F., Kohata Y. Stiffnes of Hard Soils and Soft Rocks in Engineering

Applications. Keynote Lecture, Proceedings, International Symposium Pre"Failure Deformation

of Geomaterials, Shibya et al., Eds., Balkema, Rotterdam. – Vol. 2. – 1995. – P.947"1063.

536. Taylor D.W., Merchant W. A Theory of Clay Consolidation Accounting for Secondary

Compression. J. Math. And Phys., XIX,3. – 1940. – P.167"185.

537. Teerachaikulpanich N., Okumura S., Matsunaga K., Ohta H. Estimation of Coefficient

of Earth Pressure at Rest Using Modified Oedometer Test // Soils and Foundations. Vol. 47. –

No. 2, 2007. – P.349"360.

538. Terzaghi K., Peck R.B., Mesri G. Soil Mechanics in Engineering Practice. 3

Edition.

John Wiley and Sons. – 1996.

539. Tika TH.E., Hutchinson J.N. Ring Shear Tests on Soil from Vaiont Landslide Slip

Surface. Geotechnique. – Vol. 49. – No. 1. – 1999. – P.59"74.

540. Thom R., Sivakumar V., Brown J., Highes D. A Simple Triaxial System for Evaluating

the Performance of Unsaturated Soils Under Repeated Loading. Geotechnical Testing Journal. –

Vol. 31. – No. 2, 2008.

541. Toll D.G. A Data Acquisition and Control System for Geotechnical Testing. Computing

Developments in Civil and Structural Engineering. B.Kumar and B.H.V.Topping, Eds., Civil"

Comp Press, Edinburg. – 1999. – P.237"242.

542. Toyota, H., Sakai, N., and Nishimura, T. Effects of Stress History due to Unsaturation

and Drainage Conditions on Shear Properties of Unsaturated Cohesive Soil. Soils and

Foundations. – Vol. 41. – No. 1, 2001. – P.13"24.

543. Trausch J.G., Basler C., Weber T., Springman S.M. Continuous loading oedometer

testing on three Swiss lacustrine clays. Inst. of Geotechnical Engineering, Swiss Federal Institute of

Technology. – Zurich, Switzerland, 2003.

544. Tresca H. Sur I`ecoulement des corps solids soumis a de fortes pression. Comptes

Rendus hebdomadaires des Seances de l`Academie des Scinces, 1864.– Rend 59. –P. 754"758.

545. Uchida K., Vaid Y.P. Sand Behaviour Under Strain Path Control. Proceedings of the

International Conference on Soil Mechanics and Foundation Engineering. – Vol. 1. – 1994. –

P.17"20.

546. Uesugi M., Kishida H. Influential Factors of Friction between Steel and Dry Sands //

Soils and Foundations. – Vol. 26. – No. 2. – 1986. – P.33"46.

547. Umehara Y., Zen K. Constant Rate of Strain Consolidation for Very Soft Clayey Soils //

Soils and Foundation. – Vol. 20. – No. 2. – 1980. – P.79"75.

548. Vardoulakis, I., and Graf, B. Calibration of Constitutive Models for Granular Materials

Using Data from Biaxial Experiments // Geotechnique. – Vol. 35. – No. 3. – 1985. – P.299"317.

549. Vardoulakis, I., Graf, B., and Hettler, A. Shear Band Formation in a Fine Sand.

Proceedings of the 5

International Conference on Numerical Methods in Geomechanics,

Nagoya. – 1985. – P.517"522.

550. Vardoulakis I., Goldscheider M., Gudehus G. Formation of Shear Bands in Sand Bodies

as a Bifurcation Problem. International Journal for Numerical and Analytical Methods in

Geomechanics. – Vol. 2. – 1978. – P.99"128.

Библиографический список

688

551. Vaid Y.P., Eliadorani A. Instability and Liquefaction of Granular Soils Under

Undrained and Partially Drained States // Canadian Geotechnical Journal. – Vol. 35. – No. 6. –

1998. – P.1053"1062.

552. Vaid Y.P., Eliadorani A., Sivathayalan S., Uthayakumar M. Laboratory Characterization

of Stress"Strain Behavior of Soils by Stress and/or Strain Path Loading // Geotechnical Testing

Journal. – Vol. 24. – No. 2, 2001. – P.200"208.

553. Vardoulakis I. Stability and Bifurcation of Undrained, Plaine Rectilinear Deformations

on Water"Saturated Granular Soils. Int. J. Numer. Analyt. Meth. Geomech.. – Vol. 9. – 1985,

399"414.

554. Ventouras K. Engineering Behaviour of Thanet Sand. Phd Thesis, University of

London, Imperial College of Science, Technology and Medicine, 2005.

555. Vermeer, P.A. A double hardening model for sand // Geotechnique. – 1978, 28(4). –

P. 413"433.

556. Vermeer, P.A., de Borst R. Nonassociated plasticity for soils, concrete and rock. –

Heron, 1984. – P.1–64.

557. Viggani G., Atkinson J. H. Interpretation of Bender Element Test // Geotechnique. –

Vol. 45. – No. 1. – 1995. – P.149"154.

558. Vucetic M., Hsu C., Doroudian M. Results of Cyclic and Dynamic Simple Shear Tests

on Soils from La Cienega Site Conducted for Project and Other Research Purposes, UCLA

Research Report. – No. ENG"98"200. – 1988.

559. Wallace K. The Tensile Response of an Unbound Granular Pavement // Road and Transport

Research Journal, ARRB. – Vol. 7. – No. 3. – 1998. – P.36"47.

560. Wang N., Wei. R. Evaluation of Sample Quality of Soft Clay // Proceedings of 2

International Conference on Soft Soil Engineering. – 1996, Nanjing. – P.120"125.

561. Wang Q., Lade P.V. Shear Banding in True Triaxial Tests and Effect on Failure in Sand.

ASCE // Journal of Engineering Mechanics. – Vol. 127, 2001. – P.754"761.

562. Wawersik, W. R. Technique and Apparatus for Strain Measurements on Rock in

Constant Confining Pressure Experiments // Rock Mechanics. – Vol. 7. – 1975. – P.231"241.

563. Wernick E. Skin Friction of Cylindrical Anchors in Non"Cohesive Soils //Proceedings

of Symposium on Soil Reinforcing Techniques, Sydney, Australia. – 1978. – P.201"219.

564. Wissa A.E.Z., Christian J., Davis E.H., Heiberg S. Consolidation at Constant Rate of

Strain. Journal of the Soil Mechanics and Foundation Division. – Vol. 97. – No. 10. – 1971. –

P.1393"1413.

565. Williams, H.S. Development of a True Triaxial Apparatus for Soil Testing. Ph.D.

dissertation, 2004, Louisana State Univesity.

566. Wheeler, S. J. The Stress"Strain Behaviour of Soils Containing Gas Bubbles, Ph.D.

Thesis, Oxford University, Oxford, UK. – 1986.

567. Wheeler S.J., Sivakumar V. An Elasto"Plastic Critical State Framework for Unsaturated

Soil // Geotechnique. – Vol. 45. – No. 1. – 1995. – P.35"53.

568. Wong R.S.К, Arthur J.R.F. Deformations and uses of strain distributions in sand

samples // Geotechnical testing Journal. – Vol. 8. – No. 3. – 1985, 101"110.

569. Wong R.S.K., Arthur J.R.F. Induced and Inherent Anisotropy in Sand // Geotechnique.

– Vol. 35. – No. 4. – 1985. – P.471"481.

570. Wong J."C., Rahardio H., Toll D.G., Leong E."C. Modified Triaxial Apparatus for

Shearing"Infiltration Test // Geotechnical testing Journal. – Vol. 24. – No. 4, 2001. – P.370"380.

571. Wood D.M. Soil Behaviour and Critical State Soil Mechanics. Cambridge University

Press. – New York. – 1990.

572. Wright, S.G. Evaluation of Soil Shear Strengths for Slope and Retaining Wall Stability

Analyses with Emphasis on High Plasticity Clays. Report No. FHWA/TX"06/5"1874"01"1,

2005. – P. 100.

Библиографический список

689

573. Wroth, C.P. The behaviour of normally consolidated clay as observed in undrained direct

shear tests // Geotechnique. – Vol. 37. – No. 1. – P.37"43. – 1987.

574. Wu Po"K., Matsushima K., Tatsuoka F. Effects of Specimen Size and Some Other

Factors on the Strength and Deformation of Granular Soil in Direct Shear Tests // Geotechnical

Testing Journal. – Vol. 31. – No. 1, 2008.

575. Yasin S.J.M.,Umetsu K., Tatsuoka F., Arthur J.R.F., Dunstan T. Plane Strain Strength

and Deformation of Sands Affected by Batch Variations and Different Apparatus Types //

Geotechnical Testing Journal. – Vol. 22. – No. 3. – 1999. – P.80"100.

576. Yimsiri S., Soga K., Chandler G.S. Cantiltver"Type Local Deformation Transducer for

Local Axial Strain Measurement un Triaxial Test // Geotechnical testing Journal. – Vol. 28. –

No. 5, 2005. – P.7.

577. Yoshimi Y., Oh"Oka H. A Ring Torsion Apparatus for Simple Shear Tests //

Proceedings of the 8th International Conference on Soil Mechanics and Foundation Engineering.

– Vol. 1.2. – 1973. – P.501"506.

578. Yoshimi Y., Kishida T. A Ring Torsion Apparatus for Evaluating Friction between Soil

and Metal Surfaces // Geotechnical Testing Journal. – Vol. 4. – No. 4. – 1981. – P.145"152.

579. Yoshimine M., Kuwano R., Kuwano J., Ishihara K. Dynamic Properties of Fine"grained

Soils in Pre"Sheared Sliding Surfaces.

Slope Stability Engineering. – Vol. 1. – 1999. – P.595-600.

580.

Yune C."Y., Chung C."K. Consolidation Test at Constant Rate of Strain for Radial

Drainage // Geotechnical Testing Journal. – Vol. 28. – No. 1, 2005.

581. Yu"Jun C., Tang A."M., Marcial D., Terpereau J."M., Marchadier G., Boulay X. Use of

a Differential Pressure Transducer for the Monitoring of Soil Volume Change in Cyclic Triaxial

Test on Unsaturated Soils // Geotechnical Testing Journal. – 19 . – Vol. 30. – No. 3.

582. Yin, J."H. A Double Cell Triaxial System for Continuous Measurement of Volume

Changes of an Unsaturated Soil Specimen in Triaxial Testing // Geotechnical Testing Journal. –

Vol. 26. – No. 3, 2003. – P.353"358.

583. Yoshikuni H., Okada M., Ikegami S., Hirao T. One"Dimensional Consolidation

Analysis Based on an Elasto"Viscous Liquid Model. Compression and Consolidation of Clayey

Soils, Yoshikuni and Kusakabe, Eds., Balkema, Rotterdam. – Vol. 2. – 1995. – P.505"512.

584. Zacharias G. Indentation test for the measurement of tensilestrength of compacted soil.

Jndian Highaus. – Vol. 4. – No. 5. – 1976. – P.11"15.

585. Zakaria, I., Wheeler, S. J., Anderson, A. W. Yielding of Unsaturated Compacted Kaolin

// 1

International Conference on Unsaturated Soils, Paris. – Vol. 1. – P.223"228.

586. Zeng, X. and Ni., B. application of Bender element in Measuring G

max

of Sand Under K

Condition // Geotechnical Testing Journal. – Vol. 21. – No. 2. – 1998. – P.251"263.

587. Zeuch, D.H., Lee, M.Y., Costin, L.S., Wawersik, W.R., Grazier, J.M., Bronowski,

D.R., Hardy, D. A High, Low"Temperature Triaxial Test Apparatus, In Inernational Mechanical

Engineering Congress and Exposition of the ASME, Nashville, Tennessee. – 1999.

588. Zhang, S., Lai, Y., Sun, Z., Gao, Z. Volumetric Strain and Strength Behavior of Frozen

Soils under Confinement. Cold Regions Science and Technology. – Vol. 47, 2007. – P.263"270.

589. Zhu, Y.L., Carbee, D. Creep and Strength Behaviour of Frozen Silt in Uniaxial

Compression. U.S.A. CRREL report. – 1987.– P. 87.

690

Обозначения

A – площадь поперечного сечения образца грунта;

b –

параметр вида напряженного состояния,

′′

σ−σ

′′

σ−σ

;

123

,,σσσ – полные главные наибольшее, среднее и наименьшее

напряжения;

123

′′′

σσσ

–

эффективные главные наибольшее, среднее и наименьшее

напряжения;

′′

σσ

–

эффективные осевое и радиальное напряжения в образце грунта

в стабилометре;

σ –

всестороннее давление в рабочей камере стабилометра;

σ –

обратное давление;

σ –

давление предварительного уплотнения в полных напряжениях;

′

–

давление предварительного уплотнения в эффективных напря"

жениях;

e – коэффициент пористости;

p –

среднее давление;

′′

σ+σ

при сжатии,

′′

σ+σ

при

расширении;

q –

девиатор напряжения;

σσ

−=q

при сжатии,

σσ

−=q

при

расширении;

u –

поровое давление;

ε – объемная деформация;

ε=ε+ε при сжатии,

ε=ε+ε при

расширении;

123

,,εεε –

главные деформации;

εε – осевая и радиальная деформации в образце грунта в стабило"

метре;

–

параметр Лоде;

кПа – предел прочности на одноосное сжатие;

OCR –

коэффициент переуплотнения,

max

OCR =σ σ

;

maxv

σ –

максимальное в прошлом бытовое (природное) напряжение;

–

текущее бытовое напряжение;

с , кПа –

сопротивление недренированному сдвигу (параметр

недренированной прочности);

ϕ, град. –

угол внутреннего трения;

, град. –

угол внутреннего трения в критическом состоянии;