Results 11 to 20 of about 4,492 (225)

IMPROVEMENT OF PIPELINE SETTLEMENT USING MICROPILES [PDF]

open access: yesJES: Journal of Engineering Sciences, 2022
IMPROVEMENT OF PIPELINE SETTLEMENT USING MICROPILESABSTRACTLoose sand soil is one of the problematic soils and according to that, buried pipelines interact with the loose sand soil.
Nasser Ahmed Abdelgawad Radwan
doaj   +1 more source

Slope Stability Analysis with Vetiver Plant Reinforcement using 3D Finite Element Method

open access: yesMedia Komunikasi Teknik Sipil, 2021
A landslide is the downslope movement of a soil mass or rock or debris of both (Bobrowski and Highlind, 2008). One of the measures to mitigate slope erosion that causes landslide is by applying bio-engineering system using a vegetation called Vetiver ...
Indra Noer Hamdhan   +2 more
doaj   +1 more source

Analisis Efek Smear Zone Akibat Pemasangan PVD terhadap Proses Konsolidasi Timbunan dengan Plaxis 2D dan 3D

open access: yesMedia Komunikasi Teknik Sipil, 2021
Metode pembebanan awal (preloading) dan drainase vertikal adalah salah satu metode yang digunakan untuk meningkatkan kekuatan geser tanah lunak. Pembebanan awal dilakukan dengan tujuan mengkonsolidasi lapisan tanah lunak dengan besar pembebanan yang sama
titi titi hayati   +2 more
doaj   +1 more source

Experimental study and simulation on deformation characteristics of caissons in sand under horizontal loads

open access: yesYantu gongcheng xuebao, 2021
In order to study the deformation characteristics of caissons buried in sand under horizontal loads, a group of laboratory 1g model tests are carried out in sand foundation.
ZHAO Xiao-qing 1, ZHAN Wei 2, YAN Xin 2, WANG Jin-chang 1, YANG Zhong-xuan 1, GONG Xiao-nan 1
doaj   +1 more source

The Behavior of the Al-Kadhim Minaret during Earthquakes: A Virtual Study

open access: yesJournal of Engineering, 2023
The study focuses on the causes of minaret tilting as well as possible solutions. The major aims of this study are to improve knowledge of historical tall structure stability and rehabilitation operations using the finite element approach to model the ...
Mohamed Saad Hadi, Haider M. Mekkiyah
doaj   +1 more source

Possibilities of complex numerical modelling at the Czech Geotechnical Society workplace

open access: yesActa Polytechnica CTU Proceedings, 2023
In the paper, there are examples of complex geotechnical problems in both 2D and 3D that are modelled using PLAXIS software on the specialist workstation provided by the Czech Geotechnical Society to their members.
Martin Vaníček   +2 more
doaj   +1 more source

Numerical analysis of group effect on dragload on piles subjected to negative skin friction [PDF]

open access: yesJournal of Engineering Research - Egypt, 2022
In this paper, the group effect on dragload on pile group subjected to negative skin friction is studied. The effect of pile spacing, pile location in a group and pile number is studied using finite element program PLAXIS 3D. Single pile, 2x2 pile groups
Marwan Shahin, Ahmed Farouk, Mohsen Saad
doaj   +1 more source

A Numerical Analysis on the Behavior of Single Battered Pile under Pullout Loading [PDF]

open access: yesE3S Web of Conferences, 2021
Batter or raker piles are piles driven at an inclination with a vertical to resist large inclined or lateral forces. Many structures like offshore structures and towers are subjected to overturning moments due to wave pressure, wind load, and ship ...
Al-Tememy Mais S.   +2 more
doaj   +1 more source

Adaptation of thermal comfort in naturally ventilated students residential college in tropical climates of Malaysia [PDF]

open access: yes, 2021
The climate in tropical regions was affecting the level of thermal comfort of the individual while accommodating the residential buildings. Residential buildings especially student residential colleges in Malaysia were mainly build depending on natural ...
Kasim, Narimah   +3 more
core   +1 more source

Analysis and Design of Piled Raft Foundation Taking into Account Interaction Factors

open access: yesAdvances in Civil Engineering, 2022
In a combined piled raft foundation (CPRF) both raft and piles take their share of the total load applied. However, in practice, the contribution of a raft in taking load is usually ignored and the load is assumed to be supported on piles.
Irfan Jamil   +6 more
doaj   +1 more source

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