Geophysical Monograph Series, Page 487-501., 2021 Exploring the links between Large Igneous Provinces and dramatic environmental impact
An emerging consensus suggests that Large Igneous Provinces (LIPs) and Silicic LIPs (SLIPs) are a significant driver of dramatic global environmental and biological changes, including mass extinctions.
Charles W. Diamond +3 more
wiley +2 more sources
Prediction of Ultimate Antifloating Force of Bored Piles in Urban Road Crossing Overpass
Geofluids, 2022 As an effective antifloating measurement in underpass engineering, uplift piles have been widely employed in the antifloating design of underground structures, such as basements, underground roads, and underground shopping malls.
Zhang Minxia +5 more
doaj +1 more source
Research on uplift model test of single pile in sand [PDF]
E3S Web of Conferences, 2021 This paper mainly uses the method of model test to study the ultimate uplift bearing characteristics of a single pile with different length-to-diameter ratios, mainly from the distribution laws of the uplift bearing capacity of the pile, the axial force ...
Huang Liuqing +4 more
doaj +1 more source
Shear critical R/C columns under increasing axial load [PDF]
, 2020 Structural elements in old reinforced concrete (R/C) frame buildings are often prone to shear or flexure-shear failure, which can eventually lead to loss of axial load capacity of vertical elements and initiate vertical progressive collapse of a building.
Elwood +14 more
core +2 more sources
Advances in Civil Engineering, 2021 In order to analyze the uplift bearing capacity of transmission tower foundation in the geosythetic-reinforced aeolian sand, a series of simplified indoor modeling tests are carried out.
Shijun Ding +5 more
doaj +1 more source
Upper Bound Solutions for Uplift Ultimate Bearing Capacity of Suction Caisson Foundation
China Ocean Engineering, 2019 Suction caisson foundation derives most of their uplift resistance from passive suction developed during the pullout movement. It was observed that the passive suction generated in soil at the bottom of the caisson and the failure mode of suction caisson foundation subjecting pullout loading behaves as a reverse compression failure mechanism. The upper
Guo-liang Dai +4 more
openaire +2 more sources
Analysis of anchorage performance on new tension-compression anchorⅡ: model test
Yantu gongcheng xuebao, 2019 The new tension-compression composite anchor (TC-anchor) is developed to overcome the shortcomings of the traditional tensile-type anchor (T-anchor) and pressure-type anchor (C-anchor), such as stress concentration, insufficient bonding strength between ...
TU Bing-xiong 1, YU Jin 1, HE Jin-fang 1, CHENG Qiang 2, XU Guo-ping 3, JIA Jin-qin 4
doaj +1 more source
A case study on the bearing characteristics of a bottom uplift pile in a layered foundation
Scientific Reports, 2022 The bottom uplift pile, which has been applied in practical projects, has the following advantages: the pile body is not easy to crack, good bearing characteristics, and small displacement of the pile top. Based on the bearing capacity test of foundation
Laping He +7 more
doaj +1 more source
Failure model of soil around enlarged base of deep uplift piles [PDF]
, 2012 published_or_final_versio
Qian, QH, Xu, HF, Yue, QZQ
core +1 more source
Modelling helical screw piles in clay and design implications [PDF]
, 2013 Helical screw piles are a popular solution for relatively low-capacity, removable or recyclable foundations supporting road and rail signage or similar light structures.
Black, J.A., Hird, C.C., Stanier, S.A.
core +1 more source