Results 11 to 20 of about 317,336 (296)

RnaseIII and T4 Polynucleotide Kinase Sequence Biases and Solutions During RNA-Seq Library Construction [PDF]

open access: yes, 2013
Background: RNA-seq is a next generation sequencing method with a wide range of applications including single nucleotide polymorphism (SNP) detection, splice junction identification, and gene expression level measurement.
Changhoon Lee   +5 more
core   +3 more sources

Laboratory Model Test to Explore the Bearing Mechanism of Composite Foundation in the Loess Area

open access: yesAdvances in Civil Engineering, 2021
Pile composite foundation can make good use of the bearing capacity of the soil and pile, which is widely used in the Chinese northwest loess area.
Longfei Xu   +5 more
doaj   +1 more source

Modelling the response of single passive piles subjected to lateral soil movement using PLAXIS [PDF]

open access: yes, 2015
Response of single pile subjected to lateral displacements of soil mass using 3D finite element software (PLAXIS) is studied. Embedded pile feature in which the pile composed of beam elements with special interface elements to represent pile-soil ...
Al-Abboodi, I   +2 more
core   +1 more source

Experimental Investigation of the Impact of Necking Position on Pile Capacity Assisted with Transparent Soil Technology

open access: yesAdvances in Civil Engineering, 2022
Necking in different positions of a pile body has a significant influence on the bearing performance of a single pile. The transparent soil model experiment was adopted to investigate the impacts of necking positions on the vertical bearing capacity of a
Qingnian Yang   +3 more
doaj   +1 more source

Intensity measures for the seismic response of pile foundations [PDF]

open access: yes, 2004
In this study the efficacy of various ground motion intensity measures for the seismic response of pile foundations embedded in liquefiable and non-liquefiable soils is investigated.
Bradley, B.   +3 more
core   +2 more sources

Experimental Study on the Force Characteristics of Superlong Pile Groups in Silty Sand

open access: yesAdvances in Civil Engineering, 2022
Laboratory model testing of single pile and superlong pile groups in saturated silty sand was conducted to investigate the response and bearing behavior of superlong pile groups with a high or low cap under vertical loads. The load transfer mechanism and
Yonghui Li   +3 more
doaj   +1 more source

Track finding in gamma conversions in CMS [PDF]

open access: yes, 2007
A track finding algorithm has been developed for reconstruction of e+e- pairs. It combines the information of the electromagnetic calorimeter with the information provided by the Tracker. Results on reconstruction efficiency of converted photons, as well
Marinelli, Nancy
core   +2 more sources

Field tests on bearing capacities of CFG pile and root pile

open access: yesYantu gongcheng xuebao, 2022
For the soft soil foundation slipped in the storage yard of a wharf, the composite foundations with CFG pile and root pile net are used for reinforcement in different zones. The field static load tests are carried out to study the bearing behavior of the
WANG Nian-xiang 1, 2, ZHOU Chun-er 3, WU Jia-wu 3, REN Guo-feng 1, 2
doaj   +1 more source

Behavior of single pile and pile groups in consolidating clay

open access: yesIOP Conference Series: Materials Science and Engineering, 2020
Abstract As the pile group is commonly in use but the effect of consolidation times on the distribution of negative skin friction and drag force along the shaft of each pile in pile groups is still not well defined and studied. This paper presents the three-dimensional (3D) numerical analysis to study the behavior of a single pile and ...
V Znamenskiy, O Hegazy, D Sayed
openaire   +1 more source

Bearing capacity and displacement characteristics of long-short composite piles in loess areas

open access: yesYantu gongcheng xuebao, 2018
The researches on new pile foundation are insufficient in loess areas. In order to introduce and promote the composite pile foundation with long and short piles in the loess areas, the bearing characteristics of pile foundation need to be further studied.
MA Tian-zhong 1, 2, ZHU Yan-peng 1, 2, REN Yong-zhong 3, LING Yong-qiang 1, 2
doaj   +1 more source

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