Results 151 to 160 of about 441,835 (294)

Numerical investigation of laterally loaded pile groups at the crest of slopes. [PDF]

Sci Rep
Gui MW, Alebachew AA.
europepmc   +1 more source

Single Piles and Pile Groups Under Lateral Loading [PDF]

Applied Mechanics Reviews, 2002
LC Reese,, WF Van Impe,, RD Holtz,
openaire   +1 more source

Polyphenol‐Inspired Materials for Agricultural Applications

Advanced Materials, EarlyView.
This review outlines the use of polyphenol‐inspired materials for sustainable agriculture, highlighting their molecular design, interfacial assembly, structure–property relationships, and prospects toward precision agriculture, climate resilience, ecosystem protection, and circular bioeconomy strategies.
Haofu Liu, Omid Mazaheri, Zhixing Lin, Tianzheng Wang, Jingqu Chen, Yuang Gu, Xia Liang, Deli Chen, Frank Caruso   +8 more
wiley   +1 more source

Discrete layer analysis of laterally loaded piles

, 2002
A discrete layer analysis of laterally loaded piles embedded in homogeneous and non-homogeneous soils is presented. The soil mass is divided into uncoupled discrete soil layers.
Lee C.Y.
core  

Optimization and field validation of laterally loaded helical piles for solar farm infrastructure projects. [PDF]

Sci Rep
Kim HJ, Reyes JV, Kim HS, Park TW, Dinoy PR, Kim TE.   +5 more
europepmc   +1 more source

Simulation analysis of the effect of single-chamber double-line pipe jacking through different soil materials on surface uplift and subsidence. [PDF]

PLoS One, 2022
Jia X, Jiao Z, Liu S, Zhang H, Shang B.
europepmc   +1 more source

TESCLA: A Fully Soft Electromagnetic Linear Actuator With Continuous Bending Enabled by Liquid‐Metal Solenoids

Advanced Materials, EarlyView.
TESCLA (tubular electromagnetic soft conformal linear actuator) combines liquid‐metal solenoids and compliant magnetic composites to achieve large‐stroke bidirectional actuation with continuous bending. Integrated inductance‐based self‐sensing enables proprioceptive position estimation without external sensors, providing a versatile platform for soft ...
Yeongjin Choi, Jeongnam Kim, Seongjun Koh, Yong‐Lae Park   +3 more
wiley   +1 more source

Model test study on the vertical bearing performance of post-grouted piles based on different grouting materials. [PDF]

Sci Rep
Chu C, Yi T, Qin Y, Hou X, Dai G.
europepmc   +1 more source

Sub‐Nanometer Cobalt on Tungsten Titanium Carbide MXene (W2TiC2Tx): An Electrocatalyst for Highly Efficient and Stable Alkaline Hydrogen Evolution at Industrial‐Scale Current Density

Advanced Materials, EarlyView.
A novel W2TiC2Tx MXene prepared through a MAX‐phase route supports sub‐nanometer Co for highly efficient alkaline hydrogen evolution. Strong Co–W interfacial interactions optimize hydrogen adsorption and catalytic activity, enabling low overpotentials of 63 mV at 10 mA cm−2, small Tafel slope of 44.3 mV dec−1, and exceptional durability at industrially
Xiaopeng Liu, Fan Yang, Deep M. Patel, Mohammad Albloushi, Qiqi Mao, Shan Jiang, Christian J. Breckner, Connor W. Schroeder, Ruoyu Cui, Tao Ma, Dapeng Jing, Wenyu Huang, Jeffrey T. Miller, Wenzhen Li, Luke T. Roling, Yue Wu   +15 more
wiley   +1 more source

Limiting force profile for laterally loaded piles in clay

, 2005
Response of a laterally loaded pile is normally dominated by limiting force mobilised along the pile to a depth of 10d (d = pile diameter). The limiting force profile (LFP) varies from pile to pile in different sites.
Guo, Wei Dong, Zhu, Bitang
core