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Lateral resistance and deflection of rigid walls and piles in layered soils

https://doi.org/10.1139/t81-021
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inferred← citeshttps://doi.org/10.2139/ssrn.4757432openalex-extracted
A Modified Method for Rotation Point Depth Prediction in Rigid Piles Considering Pile-Soil Characteristics
inferred← citeshttps://doi.org/10.2139/ssrn.4830181openalex-extracted
A Modified Method for Rotation Point Depth Prediction in Rigid and Semi-Rigid Piles Considering Pile-Soil Characteristics
inferred← citeshttps://doi.org/10.1007/978-94-007-2060-2_6openalex-snapshot
Analysis of Piles in Liquefying Soils by the Pseudo-Static Approach
inferred← citeshttps://doi.org/10.1007/978-981-13-7480-7_14openalex-snapshot
Numerical Analysis of Behavior of Single Pile in Layered Soil Against Lateral Load
inferred← citeshttps://doi.org/10.1007/978-981-16-3383-6_61openalex-snapshot
Appraisal of Innovative Finned-Pile Foundations to Resist Lateral Loads
inferred← citeshttps://doi.org/10.1007/978-981-16-5041-3_13openalex-snapshot
Single and Group Static Laterally Loaded Vertical Pile in Horizontal and Sloping Ground—A Review
inferred← citeshttps://doi.org/10.1007/978-981-16-7949-0_10openalex-snapshot
Analysis of Shift Pile Foundation on Mall and Hotel Projects in Bontang, East Kalimantan
inferred← citeshttps://doi.org/10.1007/978-981-95-6782-9_8openalex-snapshot
Comparison of Lateral Load Capacity of Piles Placed in Sandy Soil Considering Mohr-Coulomb and Hardening Soil Models
inferred← citeshttps://doi.org/10.1007/978-981-96-8705-3_10openalex-snapshot
Experimental Study on the Load–Deflection Response of a Single Pile in Stratified Soil System
inferred← citeshttps://doi.org/10.1007/978-981-96-8705-3_13openalex-snapshot
A Study on the Influence of Edge Distance and Slope Angle on the Lateral Load Capacity of Pile and Pile Groups
inferred← citeshttps://doi.org/10.1007/s10706-004-5833-5openalex-snapshot
Model Pile Groups Under Oblique Pullout Loads – an Investigation
inferred← citeshttps://doi.org/10.1007/s10706-020-01254-0openalex-snapshot
A Review on Conventional and Innovative Pile System for Offshore Wind Turbines
inferred← citeshttps://doi.org/10.1007/s10706-020-01293-7openalex-snapshot
Failure Modes of Laterally Loaded Piles Under Combined Horizontal Load and Moment Considering Overburden Stress Factors
inferred← citeshttps://doi.org/10.1007/s10706-024-02753-0openalex-snapshot
Field Lateral Behaviour of Full-Scale Screw Micropiles in Cohesive and Cohesionless Soils
inferred← citeshttps://doi.org/10.1007/s11204-021-09747-7openalex-snapshot
Experimental Investigation on the Behavior of a Defective Pile Subject to a Lateral Load
inferred← citeshttps://doi.org/10.1007/s12205-018-0024-8openalex-snapshot
Behavior of Passive Pile Foundation in Clayey Soil contaminated with Fuel Oil
inferred← citeshttps://doi.org/10.1007/s13344-018-0005-1openalex-snapshot
Ultimate Lateral Capacity of Rigid Pile in c–φ Soil
inferred← citeshttps://doi.org/10.1007/s13369-023-08121-zopenalex-snapshot
Finite Element-Based p-y Curves in Sand
inferred← citeshttps://doi.org/10.1007/s40098-025-01289-1openalex-snapshot
Predicting 3D Failure Envelopes of Caisson Foundations in Nonhomogeneous Clay: FELA, AdaBoost, SVM, and KNN
inferred← citeshttps://doi.org/10.1007/s40515-022-00260-4openalex-snapshot
Undrained Lateral Resistance of Fixed-Headed Rectangular and Circular Piles
inferred← citeshttps://doi.org/10.1007/s40722-021-00193-zopenalex-snapshot
Ultimate lateral capacity of single piles in cohesionless soils
inferred← citeshttps://doi.org/10.1007/s41062-022-00818-8openalex-snapshot
Response of piers installed in sand near sloping ground under inclined loading
inferred← citeshttps://doi.org/10.1016/0266-352x(87)90045-0openalex-snapshot
New method for non-linear analysis of laterally loaded flexible piles
inferred← citeshttps://doi.org/10.1016/b978-0-12-816564-5.00005-0openalex-snapshot
Design and construction of helical anchors in soils
inferred← citeshttps://doi.org/10.1016/j.asej.2012.10.011openalex-snapshot
Behavior of laterally loaded small scale barrettes in sand
inferred← citeshttps://doi.org/10.1016/j.asoc.2022.109623openalex-snapshot
Comparison of neural network, Gaussian regression, support vector machine, long short-term memory, multi-gene genetic programming, and M5 Trees methods for solving civil engineering problems
inferred← citeshttps://doi.org/10.1016/j.compgeo.2014.07.001openalex-snapshot
Discrete element analysis of uplift and lateral capacity of a single pile in methane hydrate bearing sediments
inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104163openalex-snapshot
Lateral soil resistance of rigid pile in cohesionless soil on slope
inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106334openalex-snapshot
Evaluation of response mechanisms in an elevated pile group subjected to lateral loading caused by twin-tunnelling
inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107654openalex-snapshot
Modelling the lateral behavior of trunk-root-soil systems with representative branching patterns using a combined p-y framework
inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.117524openalex-snapshot
A practical lateral spreading pressure model for piles in inclined liquefied ground
inferred← citeshttps://doi.org/10.1016/j.jrmge.2022.05.012openalex-snapshot
Combined load bearing capacity of rigid piles embedded in a cross-anisotropic clay deposit using 3D finite element lower bound
inferred← citeshttps://doi.org/10.1016/j.jrmge.2024.03.017openalex-snapshot
Beyond p-y method: A review of artificial intelligence approaches for predicting lateral capacity of drilled shafts in clayey soils
inferred← citeshttps://doi.org/10.1016/j.marstruc.2020.102815openalex-snapshot
Centrifuge modelling of a combined pile-type anchor subjected to general inclined loading
inferred← citeshttps://doi.org/10.1016/j.marstruc.2025.103843openalex-snapshot
A review on fluid-sediment and foundation-sediment coupling mechanisms and anti-scour countermeasures
inferred← citeshttps://doi.org/10.1016/j.marstruc.2025.103892openalex-snapshot
A qualitative study on the lateral behavior of rock-socketed monopiles
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2020.107276openalex-snapshot
Feasibility study of monopile-friction wheel-bucket hybrid foundation for offshore wind turbine
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2022.112197openalex-snapshot
Soil-structure interaction of a laterally loaded hybrid foundation for offshore wind turbine
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2023.116225openalex-snapshot
Numerical solution for the laterally loaded rigid piles considering resisting force and moment under combined loadings
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2025.121941openalex-snapshot
Predicting the lateral capacity of short step-tapered and straight piles in cohesionless soils using an FE-AI hybrid technique
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2025.122840openalex-snapshot
Study on horizontal loading response of rectangular barrettes in sandy soil based on p-y method
inferred← citeshttps://doi.org/10.1016/j.rineng.2024.103896openalex-snapshot
Effect of geometric characteristics of helical piles on the lateral displacement in sandy slopes by loading surcharge
inferred← citeshttps://doi.org/10.1016/j.sandf.2012.12.010openalex-snapshot
Lateral bearing capacity of rigid piles near clay slopes
inferred← citeshttps://doi.org/10.1016/j.sandf.2020.11.004openalex-snapshot
Frequency- and intensity-dependent impedance functions of laterally loaded single piles in cohesionless soil
inferred← citeshttps://doi.org/10.1016/j.sandf.2023.101340openalex-snapshot
Frequency- and intensity-dependent impedance functions of laterally loaded pile groups in cohesionless soil
inferred← citeshttps://doi.org/10.1016/j.sandf.2026.101805openalex-snapshot
Experimental and numerical study on the horizontal load response of rigid rectangular barrettes in sandy soil
inferred← citeshttps://doi.org/10.1016/j.soildyn.2005.02.018openalex-snapshot
Interpretation from large-scale shake table tests on piles undergoing lateral spreading in liquefied soils
inferred← citeshttps://doi.org/10.1016/j.trgeo.2025.101700openalex-snapshot
Innovative FE-AI modelling of lateral resistance of long step-tapered and straight piles in cohesionless soils
inferred← citeshttps://doi.org/10.1038/s41598-024-64258-3openalex-snapshot
Model test study of bridge pile horizontal bearing behavior under landslide deformation
inferred← citeshttps://doi.org/10.1051/e3sconf/202338207002openalex-snapshot
The performance of laterally loaded piles in layered sandy soils under variable degree of saturation
inferred← citeshttps://doi.org/10.1061/(asce)0733-9410(1983)109:3(408)openalex-snapshot
Ultimate Pile Capacity for Eccentric Inclined Load
inferred← citeshttps://doi.org/10.1061/(asce)0733-9410(1995)121:12(827)openalex-snapshot
Laboratory Modeling of Laterally-Loaded Drilled Shafts in Clay
inferred← citeshttps://doi.org/10.1061/(asce)1090-0241(1999)125:1(1)openalex-snapshot
Moment-Carrying Capacity of Short Pile Foundations in Cohesionless Soil
inferred← citeshttps://doi.org/10.1061/(asce)1090-0241(2001)127:6(481)openalex-snapshot
Ultimate Lateral Resistance of Pile Groups in Sand
inferred← citeshttps://doi.org/10.1061/(asce)1090-0241(2005)131:1(78)openalex-snapshot
Ultimate Lateral Resistance to Piles in Cohesionless Soils
inferred← citeshttps://doi.org/10.1061/(asce)1090-0241(2006)132:10(1336)openalex-snapshot
Lateral Resistance of Single Pile Located Near Geosynthetic Reinforced Slope
inferred← citeshttps://doi.org/10.1061/(asce)1090-0241(2008)134:7(1015)openalex-snapshot
Lateral Behavior of Vertical Pile Group Embedded in Stabilized Earth Slope
inferred← citeshttps://doi.org/10.1061/(asce)1532-3641(2004)4:2(93)openalex-snapshot
Lateral Resistance of Short Single Piles and Pile Groups Located Near Slopes
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000633openalex-snapshot
Numerical Analysis of Large-Diameter Monopiles in Dense Sand Supporting Offshore Wind Turbines
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000679openalex-snapshot
Model Studies on Monopile Behavior under Long-Term Repeated Lateral Loading
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002179openalex-snapshot
Lateral Responses of a Model Pile in Biocemented Sand
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002208openalex-snapshot
Three-Dimensional Finite-Element Lower Bound Solutions for Lateral Limit Load of Piles Embedded in Cross-Anisotropic Clay Deposits
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002299openalex-snapshot
Soil-Embedded Steel Baffle with Concrete Footing Responding to Collision by a Fallen or Flying Object
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000199openalex-snapshot
Estimation of Lateral Load Capacity of Rigid Short Piles in Sands Using CPT Results
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001314openalex-snapshot
Experimental Studies on Behavior of Single Pile under Combined Uplift and Lateral Loading
inferred← citeshttps://doi.org/10.1061/40601(256)97openalex-snapshot
Ultimate Resistance of Laterally Loaded Piles in Cohesionless Soils
inferred← citeshttps://doi.org/10.1061/9780784485972.005openalex-snapshot
Behavior of Advanced Densified Wood Pile under Lateral Loading: A Feasibility Study
inferred← citeshttps://doi.org/10.1061/9780784486542.039openalex-snapshot
New ASCE MOP on Design of Overhead Power Line and Substation Foundations
inferred← citeshttps://doi.org/10.1061/9780784486825.ch3openalex-snapshot
Drilled Shafts
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-7668openalex-snapshot
Performance of Battered Driven Minipile Groups under Uplift Loading in Sand
inferred← citeshttps://doi.org/10.1061/jcrgei.creng-730openalex-snapshot
Physical Model Tests of Piles under Freeze–Thaw Cycles Subjected to Individual and Combined Loads
inferred← citeshttps://doi.org/10.1061/jpcfev.cfeng-5562openalex-snapshot
Experimentally Derived Scour Fragility Curves for Pile-Supported Bridge Piers under Lateral Loading: A Risk-Oriented Framework for Flood Hazards
inferred← citeshttps://doi.org/10.1080/1064119x.2014.961622openalex-snapshot
Pullout Capacity of Horizontally Loaded Suction Anchor Installed in Silty Sand
inferred← citeshttps://doi.org/10.1080/1064119x.2021.1881670openalex-snapshot
Three dimensional undrained bearing capacity analysis of laterally loaded pile in heterogeneous marine deposits
inferred← citeshttps://doi.org/10.1080/1064119x.2021.1930296openalex-snapshot
Ultimate lateral resistance of piles in sand based on the modified strain wedge model
inferred← citeshttps://doi.org/10.1080/1064119x.2022.2148591openalex-snapshot
Effect of slope on lateral bearing capacity of nearshore large-diameter monopiles in cohesive soil
inferred← citeshttps://doi.org/10.1080/1064119x.2023.2206804openalex-snapshot
Effect of single and dual voids on lateral capacity of large-diameter monopiles in marine clay
inferred← citeshttps://doi.org/10.1080/1064119x.2024.2324045openalex-snapshot
Numerical study on lateral response of piles in sandy slopes employing a hardening soil model
inferred← citeshttps://doi.org/10.1080/17445302.2025.2457422openalex-snapshot
An ANN-based model for constructing undrained failure envelopes for circular piles under general loading
inferred← citeshttps://doi.org/10.1080/19386362.2016.1150006openalex-snapshot
Dynamic experimental studies on lateral behaviour of batter piles in soft clay
inferred← citeshttps://doi.org/10.1080/19648189.2012.667697openalex-snapshot
Numerical modelling of short pile behaviour subjected to lateral load
inferred← citeshttps://doi.org/10.1080/19648189.2018.1531790openalex-snapshot
Investigation the impacts of fuel oil contamination on the behaviour of passive piles group in clayey soils
inferred← citeshttps://doi.org/10.1088/1755-1315/1374/1/012005openalex-snapshot
Laterally and Vertically Loaded Batter Piles: An Overview
inferred← citeshttps://doi.org/10.1088/1755-1315/982/1/012045openalex-snapshot
A Comparative Study of Vertical and Batter Piles under Lateral Loading Conditions: A Review
inferred← citeshttps://doi.org/10.1088/1757-899x/1260/1/012004openalex-snapshot
Recent Advances in Laterally-Loaded Piles within Mechanically-Stabilized Earth Walls
inferred← citeshttps://doi.org/10.1088/1757-899x/671/1/012084openalex-snapshot
Numerical Analysis of Under-Reamed Pile Subjected to Dynamic Loading in Sandy Soil
inferred← citeshttps://doi.org/10.1088/1757-899x/671/1/012120openalex-snapshot
Laboratory Study of Lateral Load Capacity and Behaviour of Short Piles in Clayey Soil.
inferred← citeshttps://doi.org/10.1139/cgj-2024-0787openalex-snapshot
Successive boulder impacts on the soil-embedded baffle: an experimental study
inferred← citeshttps://doi.org/10.1139/cgj-37-2-414openalex-snapshot
Full-scale field tests on directly embedded steel pole foundations
inferred← citeshttps://doi.org/10.1139/t07-110openalex-snapshot
Laterally loaded rigid piles in cohesionless soil
inferred← citeshttps://doi.org/10.1139/t09-092openalex-snapshot
Thrust and bending moment of rigid piles subjected to moving soil
inferred← citeshttps://doi.org/10.1139/t85-051openalex-snapshot
Ultimate pile capacity in layered soil under eccentric and inclined loads
inferred← citeshttps://doi.org/10.1139/t86-022openalex-snapshot
Analysis of bearing capacity of rigid piles under eccentric and inclined loads
inferred← citeshttps://doi.org/10.1139/t86-075openalex-snapshot
Behaviour of rigid piles in layered soils under eccentric and inclined loads
inferred← citeshttps://doi.org/10.1139/t87-034openalex-snapshot
Nonlinear analysis of laterality loaded piles in cohesionless soils
inferred← citeshttps://doi.org/10.1139/t87-063openalex-snapshot
Full-displacement pressuremeter method for rigid piles under lateral loads and moments
inferred← citeshttps://doi.org/10.1139/t88-056openalex-snapshot
Lateral resistance and deflection of flexible piles
inferred← citeshttps://doi.org/10.1139/t89-004openalex-snapshot
Ultimate capacity of flexible piles under eccentric and inclined loads
inferred← citeshttps://doi.org/10.1139/t94-060openalex-snapshot
Behaviour of flexible piles in layered sands under eccentric and inclined loads
inferred← citeshttps://doi.org/10.1139/t94-068openalex-snapshot
Bearing capacity of flexible batter piles under eccentric and inclined, loads in layered soil
inferred← citeshttps://doi.org/10.1139/t95-024openalex-snapshot
Behaviour of pile foundations under special loading conditions: 1994 R.M. Hardy keynote address
inferred← citeshttps://doi.org/10.1139/t95-043openalex-snapshot
Behaviour of flexible piles in layered clays under eccentric and inclined loads
inferred← citeshttps://doi.org/10.1155/2022/1811795openalex-snapshot
Investigation of p‐y Behaviors of a Cyclic Laterally Loaded Pile in Saturated Silty Sand
inferred← citeshttps://doi.org/10.1177/0361198118823726openalex-snapshot
Simplified Method for Laterally Loaded Short Piles in Cohesionless Soil
inferred← citeshttps://doi.org/10.1201/9780203882870-22openalex-snapshot
Ultimate lateral load resistance of laterally loaded pile
inferred← citeshttps://doi.org/10.1201/9781003537588openalex-snapshot
Design of Electrical Transmission Lines, Structures, and Foundations
inferred← citeshttps://doi.org/10.1201/9781315755687-8openalex-snapshot
References
inferred← citeshttps://doi.org/10.1201/b12980-15openalex-snapshot
- Structural nonlinearity and response of rock-socket piles
inferred← citeshttps://doi.org/10.12989/gae.2014.7.6.679openalex-snapshot
Nonlinear response of laterally loaded rigid piles in sand
inferred← citeshttps://doi.org/10.12989/sem.2012.44.5.571openalex-snapshot
Lateral capacity of piles in layered soil: a simple approach
inferred← citeshttps://doi.org/10.1520/gtj103756openalex-snapshot
Estimation of Ultimate Lateral Load Capacity of Piles in Sands Using Calibration Chamber Tests
inferred← citeshttps://doi.org/10.1520/gtj20220173openalex-snapshot
Model Testing of Rock-Socketed Piles under Combined Vertical–Lateral Loading
inferred← citeshttps://doi.org/10.1631/jzus.a2000477openalex-snapshot
Centrifuge model testing to ascertain vertical displacements of a pile under cyclic lateral loads
inferred← citeshttps://doi.org/10.1680/ijpmg.2011.11.4.156openalex-snapshot
Lateral resistance of a pile installed near a reinforced slope
inferred← citeshttps://doi.org/10.1680/jgeot.21.00107openalex-snapshot
Settlement of a pile under cyclic lateral loads in dry sand
inferred← citeshttps://doi.org/10.1680/jgere.15.00001openalex-snapshot
A numerical study on offshore wind turbines embedded in sands
inferred← citeshttps://doi.org/10.1680/jphmg.14.00010openalex-snapshot
Testing of laterally loaded piles in natural sandy gravels
inferred← citeshttps://doi.org/10.18400/td.28518openalex-snapshot
Yanal Yüklü Kısa Kazıkların Davranışının Deneysel Olarak İncelenmesi
inferred← citeshttps://doi.org/10.18400/tekderg.333705openalex-snapshot
EĞİK KISA KAZIKLARIN YANAL YÜK TAŞIMA KAPASİTELERİNİN DENEYSEL OLARAK İRDELENMESİ
inferred← citeshttps://doi.org/10.19026/rjaset.16.5995openalex-snapshot
Model Tests on Single Batter Piles Subjected to Lateral Soil Movement
inferred← citeshttps://doi.org/10.2139/ssrn.5074213openalex-snapshot
A Modified Method for Ultimate Capacity Prediction in Rigid and Semi-Rigid Piles Considering Pile-Soil Characteristics
inferred← citeshttps://doi.org/10.2174/1874149501711010748openalex-snapshot
Design of Direct Embedment Foundations for Poles Under Moment Loads in Granular Soils
inferred← citeshttps://doi.org/10.2478/sjce-2019-0001openalex-snapshot
Load – Displacement Behaviour of a Pile on a Sloping Ground for Various L/D Ratios
inferred← citeshttps://doi.org/10.30919/es923openalex-snapshot
Prediction of Undrained Lateral Capacity of Free-Head Rectangular Pile in Clay Using Finite Element Limit Analysis and Artificial Neural Network
inferred← citeshttps://doi.org/10.3208/sandf.39.2_21openalex-snapshot
Lateral Capacity of Model Rigid Piles in Cohesionless Soils
inferred← citeshttps://doi.org/10.3208/sandf.51.915openalex-snapshot
Experimental Investigation of Laterally Loaded Piles in Sand Under Multilayered Conditions
inferred← citeshttps://doi.org/10.3208/sandf1972.30.3_37openalex-snapshot
The Effect of Installation on the Ultimate Resistance of Rigid Piles Under Inclined Loads in Layered Sand
inferred← citeshttps://doi.org/10.32657/10356/48201openalex-snapshot
Reliability assessment of laterally loaded single piles
inferred← citeshttps://doi.org/10.3390/su141912940openalex-snapshot
Predicting Lateral Resistance of Piles in Cohesive Soils
inferred← citeshttps://doi.org/10.3970/icces.2007.004.167openalex-snapshot
Behaviour of Flexible Batter
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amr.383-390.1701openalex-snapshot
The Analytical Solution of Single Pipe Piles under Axially and Laterally Free Loads
inferred← citeshttps://doi.org/10.5459/bnzsee.42.1.28-38openalex-snapshot
Pseudo-static analysis of piles subjected to lateral spreading
inferred← citeshttps://doi.org/10.5574/ksoe.2013.27.1.059openalex-snapshot
Capacity of Horizontally Loaded Suction Anchor Installed in Silty Sand
inferred← citeshttps://doi.org/10.6084/m9.figshare.8869595openalex-snapshot
Effect of Embedded Length on Laterally Loaded Capacity of Pile Foundation
inferred← citeshttps://doi.org/10.70675/40251bacz7ffbz45d5z9bb3z19fd93f12dcdopenalex-snapshot
Modélisation tridimensionnelle du comportement sismique du système sol-pieux-pont : prise en compte des non-linéarités du sol et du béton
inferred← citeshttps://doi.org/10.7843/kgs.2011.27.3.027openalex-snapshot
The Failure Standard to Estimate the Behavior and Bearing Capacity for Connected-type Foundation of Transmission Tower in Clay
inferred← citeshttps://doi.org/10.7843/kgs.2011.27.3.063openalex-snapshot
Effects of Loading Method on the Behavior of Laterally Cyclic Loaded Piles in Sand
inferred← citeshttps://doi.org/10.7843/kgs.2014.30.1.75openalex-snapshot
The Ultimate Bearing Capacity and Estimation Method of Rigid Pile for Port Structures under Lateral Load
inferred← citeshttps://doi.org/10.7843/kgs.2016.32.4.41openalex-snapshot
Effect of Relative Density on Lateral Load Capacity of a Cyclic Laterally Loaded Pile in Sandy Soil
inferred← citeshttps://doi.org/10.9798/kosham.2013.13.5.111openalex-snapshot
Earth Pressure Distribution on Short Pile during Overturning Failure
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