Geotechnical engineering mechanism

Airo Farulla, C. and Valore, C. 1993. Some aspects of the mechanical behaviour of compacted tectonized clays. In Anagnostopoulos et al. (Editors), Geotechnical Engineering of Hard Soils - Soft Rocks. Balkema, Rotterdam, pp. 335-342. 

Geotechnical Engineering Principles and Practices of Soil Mechanics and Foundation Engineering... 

Fujita T., Kobayashi A. and Borgesson L. 1996. Experimental investigation and mathematical simulation on coupled T-H-M processes of the engineered buffer materials, the TC3 problem. In Stephansson O, Jing L, Tsang C-F editors. Coupled thermo-hydro-mechanical processes of fractured media. Developments in Geotechnical Engineering, No.79, Amsterdam Elsevier, pp.369-392. 

Tijani, S.M. 1996. Short description of VIPLEF code. Coupled thermo-hydro-mechanical processes of fractured media. Developments in Geotechnical Engineering, 79 507 - 511. 

Nguyen, T.S. 1996. Description of the computer code FRACON. In Stephansson, O., Jing, L., and Tsang, C.-F. editors. Coupled Thermohydro-mechanical Processes of Fractured Media. Developments in Geotechnical Engineering, Elsevier, 79 pp. 539-544. 

Reddy KR, Maturi K. (2005). Enhanced electrokinetic remediation of mixed heavy metal and organic contaminants in low permeability soils. 16th International Conference on Soil Mechanics and Geotechnical Engineering, September 12-16, Osaka, Japan. Rotterdam, the Netherlands Millpress Science Publishers, pp. 2429-2432. 

Mixtures of naturally deposited sand, medium plasticity clay, and bentonite with recycled rubber produced composite materials suitable for use in ground improvement (Becker and Vrettos, 2011). Mechanical properties of soils relevant to the application of such composites in geotechnical engineering problems were investigated. The compaction, permeability, compressibility, and flexural and shear strength were determined for typical mixtures along swelling of the bentonite-mbber mixtures. 

Su Zhong-jie, et al. 2002 Application of mechanical model to deformation of covered rock separation strata. Chinese Journal of Geotechnical Engineering, (6) 778-781. (in Chinese). 

Huang, B.X., Liu, C.Y., Zhen, B.S., Cheng, Q., 2007. Distribution abutment pressures on laneway pillars for super wide isolated fully mechanized top coal caving face. Chinese Journal of Geotechnical Engineering, 29(6) 932-937. 

Guangqin Fan 1992. Rheological mechanics in geotechnical engineering. Beijing China Coal Industry Publishing House. 

Rietsema, R.A., and Viegever, M.A. 1979. In situ measurement of permeability In design parameters in geotechnical engineering. The 7th European Conference on Soil Mechanics and Foundation Engineering. British Geotechnical Society, London. 

Pamukcu, S., and Suhayda, J.N. 1987. High resolution measimement of shear modulus of clay using tii-axial vane device, Soil Dynamics and Liquefaction, ed. A.S. Carmak, Developments in Geotechnical Engineering No. 42, Elsevier and Computational Mechanics Publications, pp. 307-321. 

Ong, D.E.L., Leung, C.F. Chow, Y.K. 2003. Piles subject to excavation induced soil movement in clay. Proceedings of Xnith European Conference on Soil Mechanics and Geotechnical Engineering, Prague, Czech Republic. 2 777-782. 

He Shou-ye, Yao Yang-ping. Analysis of Loess Foundation Pit Engineering Accidents Caused by Water Immersion [C]. Chinese Civil Engineering Society ninth Soil Mechanics and Geotechnical Engineering Conference. 2003, 904-909. 

Ling, H. I. and Tatsuoka, F. (1994), Effect of particle size on the mechanical behaviour of sand-geotextile composites. Journal of Geotechnical Engineering ASCE, 120(7), 1166-1184. 

Boulanger RW (2005) General report- earthquake related problems (TS-4b). In International conference rm soil mechanics and geotechnical engineering, Osaka, September 2005, pp 3117-3124... 

Cairo R, Dente G (2007) Kinematic interaction analysis of piles in layered soils. In 14th European conference on soil mechanics and geotechnical engineering, ISSMGE-ERTC 12 Workshop Geotechnical Aspects of EC8, Madrid (Spain), Patron Editore, Bologna, cd-rom, paper n. 13... 

Escolano Sanchez, F., Bueno Aguado, M. 2007. Special Fundation on karstic site locates at the soulheast of Madrid. 14th European conference on soil mechanics and geotechnical engineering (proceedings). Vol. 4, 2179-2182. 

Risk assessment refers to the determination of risk for a particular hazard. Risk (R) associated with hazard refer to potential undesirable consequences (or loss ) associated with a particular hazard type as defined by International Society of Soil Mechanics and Geotechnical Engineering (ISS-MGE, 2004). It is the combination of hazard H) (i.e., potential occurrence of conditions that can produce undesirable consequences) and vulnerability (V) (i.e., undesirable consequences if a hazard occurs). Specific risk can be expressed by the equation ... 

International Society of Soil Mechanics Geotechnical Engineering (ISSMGE). (2004). Technical Committee on Risk Assessment and Management (TC32) Glossary of Terms for Risk Assessment. 

Centrifuge model test is to carry the Hn reduced-scale model test in the space with ng inertia. This test method can make the model and the prototype have equal stress and strain, similar deformation and failure mechanism. It is very useful in simulating the characteristic of geotechnical engineering where the self-weight acts as the main load. 

Faquan Wu et at. Phenomena and theoretical analysis for the failure of brittle rocks Journal of Rock Mechanics and Geotechnical Engineering, 2010, 2 (4) 331-337 (In Chinese). 

Poulos, H.G. 2009. M. Hamza et al. (Eds ). Tall buildings and deep foundations—Middle East challenges. Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering., 3173-3205. 

Li, G.X. Wu, Sh.F. 2002. Experimental research on valume-contraction of soil under unloading and examination of its mechanism. Chinese Journal of Geotechnical Engineering 24(1) 47—50. 

Wang, H.T. Zang, Y.M. Liu, J.X. 2008. The inverse analysis of soil mechanics parameters and the stability analysis of slope in Magang new area. Geotechnical Engineering World ll(6) 58-60. 

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