...) found a noticeable difference in settlement and deformation at the interface. Tajdini et al. (2014) studied the shear behaviour of the interface between asphalt concrete and aggregate. However, the characteristics of the rough interface were not considered. Wang et al. (2018...

...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...

... excavations may pose a risk to adjacent structures, in the form of cracks, excessive deformation or even failure. Embedded retaining walls are preferred as excavation support in deep excavation due to their form of construction, which facilitates top-down excavation with a vertical or near-vertical excavated...

...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...

...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...

...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...

... 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...

... 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...

...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...