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Pile Foundation Design and Analysis of Teaching Building in A High School



Three-dimensional characterization method of pile–rock interface roughness based on fractal geometry


Foundation Bearing sentence examples within foundation bearing capacity



Numerical Simulation of Shallow Foundation Behavior Rested on Sandy Soil



Rapid in situ test and determination of dam foundation weak mudstone bearing capacity


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10.1088/1755-1315/856/1/012042

Numerical Simulation of Shallow Foundation Behavior Rested on Sandy Soil


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10.1088/1755-1315/861/4/042089

Rapid in situ test and determination of dam foundation weak mudstone bearing capacity


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10.1371/journal.pone.0250961

Field study on the improvement of coal gangue filling using dynamic compaction


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10.36100/dorogimosti2021.24.048

USE OF ACRYLIC COPOLYMER ADDITIVE SOIL STABILIZATION PLUS FOR PREPARATION OF MIXTURES MADE BY COLD RESYCLING TECHNOLOGY AND CRUSHED STONE-SAND MIXTURES IN PAVEMENT FOUNDATION LAYERS


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10.1088/1755-1315/714/2/022067

How to Improve the Stability and Durability of Sand Castles


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10.1007/s12517-020-06324-4

Prediction of limit pressure and pressuremeter modulus using artificial neural network analysis based on CPTU data


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10.1061/(ASCE)GM.1943-5622.0002050

Bearing Capacity Characteristics and Differential Settlement of Composite Foundation with Column-Hammered and Thrusted-Expanded Piles



Bearing capacity of a square shallow foundation on swelling soil using a numerical approach


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10.1088/1755-1315/820/1/012019

Pile Foundation Design and Analysis of Teaching Building in A High School


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10.1051/e3sconf/202129902008

Simulation Calculation on the Failure Mode of the Big-size Sandbag Cofferdam on Soft Foundation


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10.22065/JSCE.2021.277870.2394

Evaluation of three-dimensional behavior of soil slopes under the influence of pore water pressure with Rosas software


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10.20961/IJCEE.V6I1.52333

PEMETAAN PENURUNAN ELASTIS FONDASI TIANG BERDASARKAN DATA SONDIR KOTA PEKANBARU


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10.21303/2461-4262.2021.001860

The Comparison Study of the Monopole Tower Foundation Using CPT and Laboratory Data in Gresik District, East Java-Indonesia


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10.1007/s12517-019-4736-y

Three-dimensional characterization method of pile–rock interface roughness based on fractal geometry


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10.1088/1755-1315/304/2/022083

The centrifuge experiments on influence of inclination on bearing capacity of the suction bucket


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10.1088/1742-6596/1168/2/022069

Bearing characteristics of large-diameter hollow composite pile


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10.1007/s10706-019-01058-x

Determination of the Geotechnical Parameters of Soils Behavior for Safe Future Urban Development, Najran Area, Saudi Arabia: Implications for Settlements Mitigation


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10.33793/acperpro.02.03.155

Investigation of Liquefaction and Lateral Spreading in Riverside Soils


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10.1007/S00500-018-3517-Y

Application of improved ANFIS approaches to estimate bearing capacity of piles


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10.26760/REKARACANA.V5I4.41

Analisis Daya Dukung Fondasi Dangkal Menggunakan Metode Numerik dan Analitik pada Tanah Lempung Lunak yang Diperkuat dengan Granular Trench. (Hal. 41-52)


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