相关期刊:《Acta Mechanica Sinica》《Structural Durability & Health Monitoring》《Journal of Geoscience and Environment Protection》《International Journal of Agricultural and Biological Engineering》更多>>
supported by the National Natural Science Foundation of China(Grant Nos.12020101001,12021002,12372324,and 12272239);supported by the National Innovation and Entrepreneurship Training Program for College Students(No.202210056136).
The multi-layer cylindrical helicoidal fiber structure(MCHFS)exists widely in biological materials such as bone and wood at the microscale.MCHFSs typically function as reinforcing elements to enhance the toughness of ...
supported by the Natural Science Foundation of Hunan Province(2023JJ40078);the Scientific Research Project of Hunan Provincial Education Department(No.22C0573);the National Natural Science Foundation of China(51478477,51878668);Guizhou Provincial Department of Transportation Foundation(2017-122058);Foundation of Guizhou Provincial Science and Technology Department([2018]2815).
Only simplified two-dimensional model and a single failure mode are adopted to calculate the ultimate pullout capacity(UPC)of anchor cables in most previous research.This study focuses on a more comprehensive combinat...
support provided by National Natural Science Foundation of China(Grant No.52108297);Postdoctoral Research Foundation of China(Grant No.2021M692742);Special Support Project of China Postdoctoral Foundation(Grant No.2023T160560);Qin Chuang Yuan Imported High-level Innovation and Entrepreneurship Talent Project(Grant No.OCYRCXM-2022-29);Fundamental Research Funds for the Central Universities,CHD(Grant No.300102212301).
Small ground anchors are widely used to fix securing tents in disaster relief efforts.Given the urgent nature of rescue operations,it is crucial to obtain prompt and accurate estimations of their pullout capacity.In t...
supported by the Natural Science Foundation of Shanxi Province of China(20210302123105);the Shanxi Scholarship Council of China(2020-054);the Changjiang River Scientific Research Institute(CRSRI)Open Research Program(CKWV20221006/KY).
Root pullout performance of plants is an important mechanical basis for soil reinforcement by plant roots in the semi-arid areas.Studies have shown that it is affected by plant factors(species,ages,root geometry,etc.)...
supported by the Natural Science Foundation of Hubei Province(No.2018CFC832).
Objective:This study aimed to explore the clinical efficiency of an improved transosseous pullout suture technique for arthroscopic repair of a meniscus root tear.Methods:From January 2017 to January 2021,53 patients ...
The performance of a helical soil nailed structure is dependent on the installation torque required and the consequent pullout resistance developed.The present research work aims at proposing theoretical models to est...
the National Natural Science Foundation of China(51878263,U2001225,and 51638008);the National Key Research and Development Program of China(2018YFC0705400).
funded by the National Natural Science Foundation of China (42002283, 42062019);the Science and Technology Plan Project of Qinghai Province,China (2022-ZJ-Y08);the Second Tibetan Plateau Scientific Expedition and Research (STEP) Program (2019QZKK0905, 2019QZKK0805)
Roots exert pullout resistance under pullout force,allowing plants to resist uprooting.However,the pullout resistance characteristics of taproot-type shrub species of different ages remain unclear.In this study,in ord...
Project(2016YFC0802203)supported by the National Key R&D Program of China;Project(2013G001-A-2)supported by the Science and Technology Research and Development Program of China Railway Corporation;Project(SKLGDUEK2011)supported by the State Key Laboratory for GeoMechanics and Deep Underground Engineering,China University of Mining&Technology。
Based on the field destructive test of six rock-socketed piles with shallow overburden,three prediction models are used to quantitatively analyze and predict the intact load−displacement curve.The predicted values of ...
In this paper,more than 70 large-scale pullout tests were performed to evaluate the performance of an innovative composite geosynthetic strip(CGS)reinforcement in sandy backfill.The CGS reinforcement is composed of a ...