Dynamic behavior of bed material around bridge pier under water pressure variationMIA, Md. Faruque; NAGO, Hiroshi.Journal of Hydraulic Research. 2005, Vol 43, Num 1, pp 23-30, issn 0022-1686, 8 p.Article

Calculation and analysis for the time-dependency of settlement of the single-driven pile in double-layered soft clayCHUN YAN ZHAO; WU MING LENG; GUO YONG ZHENG et al.Applied clay science. 2013, Vol 79, pp 8-12, issn 0169-1317, 5 p.Conference Paper

Measurement of water pressure decreases during the construction of drilled piles in BerlinERNST, U; STAHLHUT, O; SEEBURGER, H et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 481-484, isbn 90-5410-891-6Conference Paper

Behavior of joints and interfaces subjected to water pressureNG, K. L. A; SMALL, J. C.Computers and geotechnics. 1997, Vol 20, Num 1, pp 71-93, issn 0266-352XArticle

Performance of linings for shield driven tunnels - A survey on Japanese shield tunnellingOHTA, H; TAKEUCHI, T; NISHIWAKI, Y et al.International symposium on underground construction in soft ground. 1995, pp 367-374, isbn 90-5410-536-4Conference Paper

Chargements sur les revêtements des tunnels liés aux variations de la pression d'eau induites par l'excavation = Loadings on tunnel linings linked to water pressure variations induced by the excavationNGUYEN, P. D; BOURGEOIS, E.International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground. 2002, pp 131-136, isbn 2-9510416-3-2, 6 p.Conference Paper

Seismic behaviour of dams subjected to earthquake induced hydro-dynamic forcesGOPAL MADABHUSHI, S. P.International Conference on earthquake geotechnical engineering. 1999, pp 649-654, isbn 90-5809-116-3Conference Paper

Design of linings for shield driven tunnels - A survey on Japanese shield tunnelingKOYAMA, Y; KISHIO, T; KOBAYASHI, T et al.International symposium on underground construction in soft ground. 1995, pp 359-366, isbn 90-5410-536-4Conference Paper

Long-term measurements of lateral pressures acting on braced walls in soft clayFUKUI, S; TAMANO, T; SUZUKI, H et al.International symposium on underground construction in soft ground. 1995, pp 199-202, isbn 90-5410-536-4Conference Paper

Gravity dam design and analysisCORNS, C.F; SCHRADER, E.K; TARBOX, G.S et al.Advanced dam engineering for design, construction, and rehabilitation. 1988, pp 466-492Book Chapter

Analyse de la dispersion d'un mouvement d'onde de la pression de l'eau souterraineAKATSU, K; SATOH, K; NIREI, H et al.1986, Vol 40, Num 4, pp 255-263, issn 0366-6611Article

Effet of iron oxides on the relation between water pressure and the moisture content of clay mineralsDELGADO, R; ONISHCHENKO, V. G; AGAFANOV, O. A et al.Soviet soil science. 1982, Vol 14, Num 5, pp 59-63, issn 0038-5832Article

Consolidation Settlement in Aquifers Caused by PumpingLOAICIGA, Hugo A.Journal of geotechnical and geoenvironmental engineering. 2013, Vol 139, Num 7, pp 1191-1204, issn 1090-0241, 14 p.Article

Laboratory tests for measuring the time-lag of fully grouted piezometersSIMEONI, L.Journal of hydrology (Amsterdam). 2012, Vol 438-439, pp 215-222, issn 0022-1694, 8 p.Article

Conjunction effect of stream water level and groundwater flow for riverbank stability analysisCHIANG, Shih-Wei; TSAI, Tung-Lin; YANG, Jinn-Chuang et al.Environmental earth sciences (Print). 2011, Vol 62, Num 4, pp 707-715, issn 1866-6280, 9 p.Article

A parkable piezoprobe for measuring c_v at shallow depths for offshore designCHATTERJEE, S; RANDOLPH, M. F; WHITE, D. J et al.Geotechnique. 2014, Vol 64, Num 1, pp 83-88, issn 0016-8505, 6 p.Article

A potential new frost heave mechanism in high-speed railway embankmentsSHENG, D; ZHANG, S; NID, F et al.Geotechnique. 2014, Vol 64, Num 2, pp 144-154, issn 0016-8505, 11 p.Article

An Experimental and Numerical Investigation of the Mechanical Behaviour of a Concrete and of its Permeability Under Deviatoric LoadingYANG, H; JIA, Y; XIE, S. Y et al.Transport in porous media. 2014, Vol 102, Num 3, pp 427-454, issn 0169-3913, 28 p.Article

Mathematical model of electro-osmotic consolidation for soft ground improvementHU, L; WU, H.Geotechnique. 2014, Vol 64, Num 2, pp 155-164, issn 0016-8505, 10 p.Article

Probabilistic and sensitivity analyses of effective geotechnical parameters on rock slope stability: a case study of an urban area in northeast IranVATANPOUR, Nahid; GHAFOORI, Mohammad; HOSSEIN HEDAYATI TALOUKI et al.Natural hazards (Dordrecht). 2014, Vol 71, Num 3, pp 1659-1678, issn 0921-030X, 20 p.Article

Shaking table tests to investigate the influence of various factors on the liquefaction resistance of sandsRENJITHA MARY VARGHESE; MADHAVI LATHA, G.Natural hazards (Dordrecht). 2014, Vol 73, Num 3, pp 1337-1351, issn 0921-030X, 15 p.Article

Simplified modeling of catchment-scale evapotranspiration via boundary condition switchingCAMPORESE, Matteo; DALY, Edoardo; DRESEL, P. Evan et al.Advances in water resources. 2014, Vol 69, pp 95-105, issn 0309-1708, 11 p.Article

Simulation of land subsidence using finite element method: Rafsanjan plain case studySAYYAF, M; MAHDAVI, M; BARANI, O. R et al.Natural hazards (Dordrecht). 2014, Vol 72, Num 2, pp 309-322, issn 0921-030X, 14 p.Article

Stochastic Analysis of Unsaturated Flow Subject to Temporally Correlated InfiltrationCHANG, Ching-Min; YEH, Hund-Der.Transport in porous media. 2014, Vol 104, Num 2, pp 289-298, issn 0169-3913, 10 p.Article

Modeling subglacial water routing at Paakitsoq, W GreenlandBANWELL, Alison F; WILLIS, Ian C; ARNOLD, Neil S et al.Journal of geophysical research. Earth surface. 2013, Vol 118, Num 3, pp 1282-1295, 14 p.Article