[1]
Leonardo Piccini, Marco Mecchia. Solution weathering rate and origin of karst landforms and caves in the quartzite of Auyan-tepui (Gran Sabana, Venezuela). Geomorphology, 106(2009): pp.15-25
DOI: 10.1016/j.geomorph.2008.09.019
Google Scholar
[2]
Sedat Turkmen. Treatment of the seepage problems at the Kalecik Dam (Turkey). Engineering Geology, 68(2003): pp.159-169
DOI: 10.1016/s0013-7952(02)00225-9
Google Scholar
[3]
Ruichun Xu, Fuzhang Yan. Karst geology and engineering treatment in the Geheyan Project on the Qingjiang River, China. Engineering Geology, 76(2004): pp.155-164
DOI: 10.1016/j.enggeo.2004.06.012
Google Scholar
[4]
LI Mingfei, Atsushi Nakamura, CAI Fei, Keizo Ugai. Application of FEM analysis to braced excavation. Tsinghua science and technology. Vol. 13, No. S1(2008), pp.40-45.
DOI: 10.1016/s1007-0214(08)70124-x
Google Scholar
[5]
G. Oettl, R. F. Stark, G. Hofstetter. A comparison of elastic-plastic soil models for 2D FE analyses of tunnelling. Computers and Geotechnics, 23(1998): pp.19-38
DOI: 10.1016/s0266-352x(98)00015-9
Google Scholar
[6]
Yahia E-A. Mohamedzein, Muzamil G. Mohamed, Ahmed M. El Sharief. Finite element analysis of short piles in expansive soils. Computers and Geotechnics, 24(1999): pp.231-243
DOI: 10.1016/s0266-352x(99)00008-7
Google Scholar
[7]
N. Manoharan, S. P. Dasgupta. Consolidation analysis of elasto-plastic soil. Computers & Structures, Vol. 54, No. 6(1995), pp.1005-1021.
DOI: 10.1016/0045-7949(94)00403-p
Google Scholar
[8]
L. Jing, J.A. Hudson. Numerical methods in rock mechanics. International Journal of Rock Mechanics & Mining Science, 39(2002): pp.409-727.
DOI: 10.1016/s1365-1609(02)00065-5
Google Scholar
[9]
Duncan JM, Byrne P, Wong KS, Mabry P. Strength, stress strain and bulk modulus parameters for finite element analysis of stress and movements in soil masses. Report No. UCB/GT/78-02, University of California, Berkeley(1978).
Google Scholar
[10]
Duncan J M, Chang C Y. Non-linear analysis of stress and strain in soils. Journal of the Soil Mech. and Found. Div., ASCE, 96(SM5): 1629-1653(1970).
DOI: 10.1061/jsfeaq.0001458
Google Scholar