Geotechnique Letters

Geotechnique Letters

岩土快报

  • 4区 中科院分区
  • Q3 JCR分区

高引用文章

文章名称 引用次数
Influence of biochar addition on gas permeability in unsaturated soil 18
Effects of biochar on water retention and matric suction of vegetated soil 13
Monitoring soil cracking and plant parameters for a mixed grass species 10
Three-dimensional particle size and shape characterisation using structural light 9
Effects of quenching cycle on tensile strength of granite 9
A field condition-based test method for artificially frozen soils 8
Particle shape factors and fractal dimension after large shear strains in carbonate sand 7
Revisiting Broms and Bennermarks' original stability number for tunnel headings 7
Influence of surface texture on sand-steel interface strength response 6
Shaft friction changes for cyclically loaded displacement piles: an X-ray investigation 5
Sliding stability analysis of a retaining wall constructed by soilbags 5
Impulse load characteristics of bouldery debris flow impact 5
Influence of Eichhornia crassipes fibre on water retention and cracking of vegetated soils 5
Breakage mechanisms of highly porous particles in 1D compression revealed by X-ray tomography 5
Role of particle breakage in primary and secondary compression of wet and dry sand 5
Dynamic tensile failure of Laurentian granite subjected to triaxial confinement 4
Application of DIC analysis method to the study of failure initiation in gypsum rocks 4
Distinguishing macro- and micro-pores for materials with different pore populations 4
Effect of past history on liquefaction resistance of level ground in shaking table test 4
Biopolymer amendment for mitigating dispersive characteristics of red mud waste 4
Micro-scale characterisation of clay at elevated temperatures 3
Characterisation of a subaqueously deposited silt iron ore tailings 3
Grading and frequency dependence of the resilient modulus of ballast 3
Determination of optimum rock cutting data through single pick cutting tests 3
Impact of grading on steady-state strength 3
Stress wave velocity in soils: Apparent grain-size effect and optimum input frequencies 3
Grain morphology and strength dilatancy of sands 3
Hydro-mechanical behaviour of high-density bentonite pellet on partial hydration 3
Neutron imaging: a new possibility for laboratory observation of hydraulic fractures in shale? 2
Stability and efficiency studies in the numerical simulation of cone penetration in sand 2
Influence of soil nutrients on plant characteristics and soil hydrological responses 2
Effects of granular collisions on the rapid coarse-grained materials flow 2
Dependence of macro mechanical behaviour of gypsum on micro-scale grain-size distribution 2
Effect of pore fluid and wet-dry cycles on structure and hydraulic conductivity of clay 2
Characterisation of the multi-scale fabric features of high plasticity clays 2
A direct simple shear device for static liquefaction triggering under constant shear drained loading 2
Thermal conductivity of MICP-treated sands at varying degrees of saturation 2
Breakage behaviour of sand particles in point-load compression 2
Distributed fibre optic sensing of a deep excavation adjacent to pre-existing tunnels 2
Effect of joint thickness on seismic response across a filled rock fracture 2
Energy pile group subjected to non-symmetrical cyclic thermal loading in centrifuge 2
Characterisation of climatic variables used to identify instability thresholds in clay slopes 2
Experimental assessment of sampling disturbance in calcareous silt 2
A novel formula for the prediction of swelling pressure of compacted expansive soils 2
Impact of suffusion on the cyclic and post-cyclic behaviour of an internally unstable soil 2
Evaluation of virtual fixed points in the response spectrum analysis of a pile-supported wharf 1
Critical issues in the determination of the bentonite cation exchange capacity 1
Influence of installation method on static lateral response of displacement piles in sand 1
Additive manufacturing and computed tomography of bio-inspired anchorage systems 1
Discrete element method analysis of small-strain stiffness under anisotropic stress states 1