Effects of membrane compliance on the normal-scale triaxial cyclic liquefaction test results of saturated coral sand

Soil Dynamics and Earthquake Engineering - Tập 171 - Trang 107983 - 2023
Yide Wang1,2, Yunlong Wang1,2, Luan Wang1,2,3, Huida Liu1,2,4, Xiaoming Yuan1,2
1Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, 150080, China
2Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
3China Overseas Land & Investment Ltd, Shenzhen, 518048, China
4China Construction Infrastructure Co. Ltd., Beijing, 100089, China

Tài liệu tham khảo

Shahnazari, 2016, Probabilistic assessment of liquefaction occurrence in calcareous fill materials of Kawaihae Harbor, Hawaii. Int J Geomech, 16 Shahnazari, 2017, Experimental study on the phase transformation point of crushable and noncrushable soils, Mar Georesour Geotechnol, 35, 176, 10.1080/1064119X.2015.1126773 Giretti, 2018, Mechanical properties of a carbonate sand from a dredged hydraulic fill, Geotechnique, 68, 410, 10.1680/jgeot.16.P.304 Wang, 2019, Experimental study on the coefficient of lateral pressure at rest for calcareous soils, Mar Georesour Geotechnol, 38, 989, 10.1080/1064119X.2019.1646361 Porcino, 2019, Shear wave velocity-based evaluation of liquefaction resistance for calcareous sands of different origin, Soil Dynam Earthq Eng, 122, 235, 10.1016/j.soildyn.2019.03.019 Cui, 2020, Study on the microscopic characteristics of three-dimensional pores in coral sand, Rock Soil Mech, 41, 3632 Guo, 2023, Bearing capacity factors of T-bar from surficial to stable penetration into deep-sea sediments, Soil Dynam Earthq Eng, 165, 107671, 10.1016/j.soildyn.2022.107671 Guo, 2023, A methodology to predict the run-out distance of submarine landslides, Comput Geotech, 153, 105073, 10.1016/j.compgeo.2022.105073 Guo, 2023, Numerical investigation of the landslide cover thickness effect on the drag forces acting on submarine pipelines, J Waterw Port, Coast Ocean Eng, 149, 10.1061/JWPED5.WWENG-1869 Nicholson, 1989, vol. 89 Nicholson, 1993, Elimination of membrane compliance in undrained triaxial testing. I. Measurement and evaluation, Can Geotech J, 30, 727, 10.1139/t93-065 Evans, 1987 Martin, 1978, Effects of system compliance on liquefaction tests, J Geotech Eng Div, 104, 463, 10.1061/AJGEB6.0000614 Banerjee, 1979, Cyclic behavior of dense coarse-grained materials in relation to the seismic stability of dams Tokimatsu, 1987, A simplified correction for membrane compliance in liquefaction tests, Soils Found, 27, 111, 10.3208/sandf1972.27.4_111 Haeri, 2010, Effects of membrane compliance on pore water pressure generation in gravelly sands under cyclic loading, Geotech Test J, 33, 375 Liu, 2020, A new calculation method for membrane penetration in wide-graded gravelly soils, Chin J Rock Mech Eng, 39, 804 Wang, 2020, New method to compensate for membrane compliance in dynamic triaxial liquefaction tests on gravelly soils, Chin J Geotech Eng, 42, 2281 Liu, 2020 Baldi, 1984, Membrane penetration effects in triaxial testing, J Geotech Eng, 110, 403, 10.1061/(ASCE)0733-9410(1984)110:3(403) Tokimatsu, 1986, A liquefaction test without membrane penetration effects, Soils Found, 26, 127, 10.3208/sandf1972.26.4_127 Sivathayalan, 1998, Truly undrained response of granular soils with no membrane-penetration effects, Can Geotech J, 35, 730, 10.1139/t98-048 Etris, 1973, The membrane effect in triaxial testing of granular soils, J Test Eval, 1, 37, 10.1520/JTE11599J Seed, 1987 Wang, 1983, Experimental study of the influence of membrane compliance on volumetric strain and pore water pressure in triaxial test, 154 Noor, 2012, A graphical method for membrane penetration in triaxial tests on granular soils, J Inst Eng Malaysia, 73, 23 2007 Skempton, 1954, The pore-pressure coefficients A and B, Geotechnique, 4, 143, 10.1680/geot.1954.4.4.143 Liang, 2020, Experimental study of dynamic shear modulus and damping ratio characteristics of coral sand from Nansha Islands, Rock Soil Mech, 41, 23 Wang, 2017, Experimental investigation on initial shear modulus of coral reclaimed soil, Period Ocean Univ China, 47, 36 Salem, 2013, Static and cyclic behavior of North Coast calcareous sand in Egypt, Soil Dynam Earthq Eng, 55, 83, 10.1016/j.soildyn.2013.09.001 Seed, 1971, Simplified procedure for evaluating soil liquefaction potential, J Soil Mech Found Div, 97, 1249, 10.1061/JSFEAQ.0001662 Seed, 1983, Evaluation of liquefaction potential using field performance data, J Geotech Eng, 109, 458, 10.1061/(ASCE)0733-9410(1983)109:3(458) Seed, 1985, Influence of SPT procedures in soil liquefaction resistance evaluations, J Geotech Eng, 111, 1425, 10.1061/(ASCE)0733-9410(1985)111:12(1425) Youd, 2001, Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF Workshops on evaluation of liquefaction resistance of soils, J Geotech Geoenviron Eng, 127, 297, 10.1061/(ASCE)1090-0241(2001)127:4(297) Wong, 1975, Cyclic loading liquefaction of gravelly soils, J Geotech Eng Div, 101, 571, 10.1061/AJGEB6.0000174 Yuan, 2019, Analysis for characteristics of seismic liquefaction in engineering sites of coralline soils, Chin J Rock Mech Eng, 38, 3799