Results 31 to 40 of about 207,652 (285)
During the sinking process of ultra-large onshore caisson, the structural stress of caisson will change significantly due to the changes of earth pressure, end resistance, water level in caisson and attitude of caisson.
Yitan Chen, Rong Zhang, Zhongwei Li
doaj +1 more source
Numerical Simulation of Seismic Soil-Pile Interaction in Liquefying Ground
In this paper, the pile-soil interaction of the pile foundation of an inclined straight alternating group in a liquefiable site under a seismic load was studied through the form changes to the pile cap within the inclined straight alternating group ...
Desen Kong, Meixu Deng, Yazhou Li
doaj +1 more source
Investigation of nonlinear wave-induced seabed response around mono-pile foundation [PDF]
YesStability and safety of offshore wind turbines with mono-pile foundations, affected by nonlinear wave effect and dynamic seabed response, are the primary concerns in offshore foundation design.
Bai +63 more
core +3 more sources
Experimental Study on the Failure Mechanism of Finned Pile Foundation under Horizontal Cyclic Loads
In order to study the failure mechanism of a finned pile foundation under horizontal cyclic loads, a physical model test of the pile–soil interaction of finned pile is designed in this paper.
Lunliang Duan +6 more
doaj +1 more source
Types of tapered piles are widely applied in tank foundation consolidation, but their inherent deficiencies in design and construction limit their further promotion. Vortex compression pile is a novel nodular pile.
Chun-Bao Li +4 more
doaj +1 more source
Effect of a forced harmonic vibration pile to its adjacent pile in layered elastic soil with double-shear model [PDF]
A new model named double-shear model based on Pasternak foundation and Timoshenko beam theory is developed to evaluate the effect of a forced harmonic vibration pile to its adjacent pile in multilayered soil medium.
Lo, SH, Wang, J, Zhou, D
core +1 more source
As a new type of road composite foundation, screw groove pile-geogrid composite foundation can effectively reduce foundation settlement and improve foundation bearing performance.
DENG Yousheng 1, 3, ZHAO Huiling 1, 3, LIU Junyong 2, ZHUANG Ziying 1, 3, WU Along1, 3, CHEN Zhuo1, 3
doaj +1 more source
PERENCANAAN ABUTMENT DAN PONDASI STUDI KASUS JEMBATAN KALIPANG JLS LOT 9 BALEKAMBANG-KEDUNGSALAM, KAB.MALANG [PDF]
"The Kalipang Bridge is a bridge with a length of 60 meters built as part of the South Cross Line Lot 9 project, connecting Kedungsalam and Balekambang in Malang Regency, specifically at Sta 4+196.001.
Adji, Muhammad Rizky Nasrullah
core
Analysis of Factors Affecting Bearing Capacity of Large Diameter Single Piles of Offshore Wind Power under Earthquake Loads [PDF]
The offshore wind turbine single pile foundation structure is simple and easy to install, but in the earthquake environment, large horizontal displacement is easy to occur, which affects the safe operation of offshore wind turbines.
Li Yazhou, Dong Li
doaj +1 more source
ABSTRACT Background Parents of children treated for acute lymphoblastic leukemia (ALL) often experience significant caregiver burden and disruption to their well‐being. While parent quality of life (QoL) during treatment is well characterized, little is known about outcomes during early survivorship.
Sara Dal Pra +3 more
wiley +1 more source

