... Publishing Limited 2026 Emerald Publishing Limited Licensed re-use rights only barrages & reservoirs cores dams deformation earth dams shear National Natural Science Foundation of China 52479132 National Natural Science Foundation of China U2443230 Shaanxi Province...

...Yuan Mei; Miaomiao Zhang; Dongbo Zhou; Yan Zhang; Wentian Xu; Yanmei Ruan; Xiaozhi Lu In this paper, foundation pit deformation traits are explored based on the data of 31 foundation pits in the wet-collapsible loess area of Xi’an, China. The research indicates that: the maximum settlement...

... Limited Licensed re-use rights only deep excavation deformation design finite-element methods secant pile wall a depth below the level of excavation where the net pressure is zero c′ effective cohesion D penetration depth or embedment depth...

...Sifa Xu; Zhihao Hu; Huijing Hu; Jun Wang; Ke Ye; Zhe Wang Compacted clay is often used as liner material in landfills due to its excellent impermeability. However, its poor crack resistance can lead to cracking under deformation conditions, which further impacts the impermeability of the liner...

...Yingqi Bai, BEng; Junhua Xiao, PhD; Lihua Xue, BEng; Zhiyong Liu, PhD; Binglong Wang, PhD Viable remediation of the large lateral deformation of high-speed railway (HSR) subgrades, especially in soft soil areas, is still absent. An integrated rectification scheme of high-pressure jet-grouting (HPJG...

...D MUIR WOOD; D M WOOD; SECED; AFPS SOILS DEFORMATION PERMANENT EARTHQUAKES DESIGN STRUCTURES INTERACTION DYNAMIC SEISMIC FOUNDATIONS BRIDGES WALLS RETAINING PILES RESPONSES LIQUEFACTION PERFORMANCE GEOTECHNICS MATERIALS MODELLING MODELS SOIL PROPERTIES NUMERICAL...

... VIBROCOMPACTION METHODS SAND COMPACTION DEFORMATION SILT GRAVEL RESISTANCE LABORATORIES DATA STRESS LATERAL SPREAD BUILDINGS VIBRO RODS PERFORMANCE REINFORCED STEEL SOFT CLAYS ALLUVIAL KOBE HYOGO KEN NAMBU PORT ISLAND ROKKO ISLAND JAPAN ASIA Soil liquefaction effects...

...J PAPPIN; J RAMSEY; E BOOTH; Z LUBKOWSKI; DASYS © Thomas Telford and ICE 1998 OVE ARUP PILES SEISMIC RESPONSES DESIGN STUDIES SOILS SOFT DEFORMATION EARTHQUAKES STRUCTURES WAREHOUSES BRIDGES JETTIES METHODS ANALYSIS PILING MODELLING MATHEMATICAL MODELS SHEAR...

... GROUND BEHAVIOUR MONITORING STRAIN TESTS DEFORMATION TRIAXIAL COMPRESSION ELASTIC YOUNGS MODULUS STIFFNESS SIMULATION STRENGTH DEPOSITS GEOLOGY SEISMIC SURVEYS UNCONFINED ULTRASONIC THICK PRESSUREMETERS OEDOMETERS INSTRUMENTS INSTRUMENTATION ANISOTROPY SAGAMIHARA JAPAN...

... PROGRAMS PULL OUT LOADS MOBILISATION DEFORMATION TENSILE FORCES STRUCTURES METHODS PREDICTION GROUND INSERTION LIMIT STATE GLOBAL SHEARING EXPERIMENTS RESPONSES ELASTIC BEARING CAPACITY Analysis of soil nailing using tension Proc. Instn and shear: experimental observations Civ. Engrs...

... thechargeparameters. 21.In case of blasting, the rockmass around the blastholeissubjected to repeated loadingandunloading by the shock waves. - Under such conditions, deformations, other than fragmentation,occur in the rock mass because of closure of numerouscracks andfractures. 60 0.26 0.46 0.86 0.66 Specific...

...H L JESSBERGER; BRIGEOSOC © Thomas Telford and ICE 1994 RUHR UNIVERSITY BRITISH GEOTECHNICAL SOCIETY BRIGEOSOC FILL LANDFILL GEOTECHNICS DESIGN CONSTRUCTION CALCULATIONS METHODS WASTE LOADS VERTICAL DEFORMATION SLOPES STABILITY HYDRAULIC CONDUCTIVITY MINERALS LAYERS...

... which were greatest within lengths of the east and west walls, causing these walltso deform in a sagging mode. However, the predicted ,/K112 - J1/2 H112- Gll2- II \ K415 -J415 Balcony -H a 5 -G415 North elevation FIR,\ -3 H6 J6 South elevation effect of the remaining tunnels was that maximum settlement...

... PERMEABILITY TESTS MULTIVARIATE REGRESSION LIQUIDS TENSILE COMBINED DIFFUSION CONVECTION SORPTION MECHANICS MECHANICAL BEHAVIOUR STRENGTH DEFORMATION MUNICIPAL UNIAXIAL COMPRESSION Geotechnical aspectsof landfill design and construction. Part 2: material parameters and test methods H...