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                             30 results found
no title author magazine year volume issue page(s) type
1 A microstructural insight on a lime-stabilized loess: experimental evidences and pore size distribution modeling Yuan, Kangze

20 7 p. 3249-3267
article
2 Analytical study on multiple-mode deformation behaviors of tunnels subjected to asymmetric loading in composite strata Liu, Yingbin

20 7 p. 3223-3248
article
3 An improved table method for coded target identification with application to photogrammetric analysis of soil specimen during triaxial testing Xia, Xiaolong

20 7 p. 3599-3614
article
4 A physics-informed method for dynamic warning of debris flows in remote areas Qiu, Chenchen

20 7 p. 3329-3348
article
5 Bearing capacity of square footings on cohesive and cohesive-frictional soils with three-dimensional irregular cavities Khosravi, Sajjad

20 7 p. 3201-3221
article
6 Characterizing the onset and development of internal erosion in gap-graded soils under complex stress states Oli, Bikram

20 7 p. 3581-3598
article
7 Confirmation and utilization of water vapor circulation in soil under temperature gradients Yao, Yangping

20 7 p. 3645-3656
article
8 Deformation signal response of sensor-enabled piezoelectric geobelt considering the coupling effect of temperature and deformation Wang, Jun

20 7 p. 3633-3643
article
9 Effect of biocarriers on microbially induced carbonate precipitation for sand reinforcement Yang, Guokun

20 7 p. 3615-3632
article
10 Evolution of cross-anisotropic behavior of clay under 3D stress conditions Anantanasakul, Pongpipat

20 7 p. 3291-3308
article
11 Experimental and DEM simulation study on the disturbance of sandy pebble stratum by shield tunneling Xu, Qianwei

20 7 p. 3349-3372
article
12 Experimental study on improved method of electroosmosis combined with magnetic field Xu, Chaoyang

20 7 p. 3439-3455
article
13 Experimental study on the microscopic swelling–shrinking mechanisms of clay-sand mixtures from wetting to drying Tong, Kai-wen

20 7 p. 3477-3500
article
14 Fault slip mechanics and seismic source characteristics considering fracture zone anisotropy Ding, Zeng

20 7 p. 3411-3437
article
15 Hydraulic conductivity and particle size of soils: modeling and experiment Liu, Jinyang

20 7 p. 3395-3409
article
16 Hydraulic erosion mitigation in sandy soil using cation-crosslinked gelation biopolymer Lee, Minhyeong

20 7 p. 3563-3580
article
17 Influence of fluctuating groundwater level on settlement and load carrying behavior of piled raft using centrifuge tests Lee, Jiyeong

20 7 p. 3531-3542
article
18 Influence of piston wind induced by high-speed trains on the temperature field of a tunnel in cold regions Ma, Qinguo

20 7 p. 3725-3743
article
19 Investigation on the post-grouting bearing capacity of bored piles in a highly weathered mudstone layer based on the O-cell test method Ou, Xiaoduo

20 7 p. 3703-3723
article
20 Landslide displacement prediction model based on variational mode decomposition and MCNN-SE-GRU Wang, Yi

20 7 p. 3677-3701
article
21 Micromechanical properties and bonding fracture of EICP-reinforced sand analyzed using microindentation test Xu, Kai

20 7 p. 3543-3561
article
22 Microscopic mechanism analysis of temperature dependence on swell-shrink soils water retention capacity Cui, Zheqi

20 7 p. 3517-3529
article
23 Modeling negative skin friction development in a single pile in collapsible loess subjected to progressive wetting Lan, Tian-Gang

20 7 p. 3309-3327
article
24 Offshore pile penetration response in soft clays: a semi-analytical solution using the combined expansion-shearing method (CESM) Li, Liang

20 7 p. 3177-3200
article
25 Shear wave velocity and dynamic resilient modulus of electro-osmosis-treated unsaturated subgrade soil Tang, Kangwei

20 7 p. 3657-3675
article
26 Studies on mechanical properties of loaded coal at micro/nanoscale by coupling nanoindentation and SAXS experiments Zhang, Qi

20 7 p. 3501-3515
article
27 Undrained stability of deep excavations with the strut-free retaining wall system Abdi, Ari Surya

20 7 p. 3373-3393
article
28 Utilization of sand-filled FRP tubular pile retaining wall with sand back fill adjacent to strip footing: model study Teng, Jing-Cheng

20 7 p. 3457-3476
article
29 Water–heat–vapor–salt–mechanics coupling mechanism in unsaturated freezing sulfate saline soil: insights from theory and experiment Zhang, Jing

20 7 p. 3269-3290
article
30 What friction angle would characterize a pile–soil interface as “rough” or “smooth”? Ding, Zhaowei

20 7 p. 3163-3175
article
                             30 results found
 
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