Results 31 to 40 of about 1,630,476 (198)

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

Effect of Contact Pressure on the Lateral Capacity of Piles

open access: yesPakistan Journal of Engineering & Technology, 2022
This study aims to determine how to contact pressure affects pile capacity. First, a single pile model was subjected to a total of six tests, five conducted under varying surface loads and one conducted on a single pile raft.
Wali Ullah   +5 more
doaj   +1 more source

Studi Perbandingan Penurunan Fondasi Grup Menggunakan Program Plaxis 3D dan Settle3D Studi Kasus Jembatan Wampu

open access: yesRekaRacana, 2023
ABSTRAKFondasi grup tiang adalah jenis fondasi yang umum digunakan pada struktur jembatan. Salah satu yang perlu diperhatikan dalam analisis suatu fondasi adalah penurunan yang dapat terjadi pada fondasi tersebut.
M. Dito, Ikhya Ikhya, M. Fahmi
semanticscholar   +1 more source

Numerical investigation of tunneling induced surface movement: A case study of MRT line 1, Dhaka

open access: yesUnderground Space, 2023
The proposed underground tunnel for Mass Rapid Transit Line 1, Dhaka brings immense attention to the engineers and experts not only because of its construction challenges through a densely-built city, but also for the potential tunneling-induced ground ...
Khondaker Sakil Ahmed   +2 more
doaj   +1 more source

Analisis Daya Dukung dan Penurunan Pondasi Tiang Bor Dengan Plaxis 3D terhadap Hasil Loading Test

open access: yesJurnal Health Sains, 2021
Dalam analisis pondasi, besarnya daya dukung dan penurunan yang terjadi merupakan dua hal terpenting mengingat fungsinya sebagai distribusi beban sebuah konstruksi ke tanah.
D. Hutapea, Roesyanto, Rudi Iskandar
semanticscholar   +1 more source

NUMERICALLY PREDICTING SETTLEMENTS OF WASTE COCONUT FIBER (WCF) MIXED FLEXIBLE PAVEMENT IN HOMOGENEOUS SANDY SOIL BY USING PLAXIS 3D

open access: yesInternational Journal of Civil Engineering and Infrastructure, 2022
Surface settlement of flexible pavement in coastal reason occurs for the movement of heavy vehicle, liquefaction of soil layer during seismic shaking, land sliding etc.
Md.Foisal Haque
semanticscholar   +1 more source

Numerical Study of Stress Distribution in Soft Clay Treated with Stone Column [PDF]

open access: yesE3S Web of Conferences, 2023
This study used a finite element analysis approach employing Plaxis 3D to analyze the stress concentration ratio, a critical parameter in geotechnical engineering, to examine stresses operating on stone columns and soft soils.
Al-Waily Maki J. M., Al-Qaisi Maysa S.
doaj   +1 more source

Pemodelan Kolom Kapur Berpola Triangular dengan Plaxis 3D Sebagai Upaya Perbaikan Tanah Lempung Lunak

open access: yesRekaRacana, 2022
ABSTRAKSemakin berkurangnya lahan dengan tanah berdaya dukung tinggi di tengah tingginya tingkat pembangunan berakibat pada semakin seringnya perbaikan tanah bermasalah diterapkan.
Indra Noer Hamdhan, F. Anugrah
semanticscholar   +1 more source

Reinforced soft soil by CSV with/without polypropylene fiber: experimental and numerical analysis

open access: yesFracture and Structural Integrity, 2022
Columns of mixed soil-sand-cement (CSV) is one of the most unused methods for reinforcing soils. To this end, in this paper, consolidated drained triaxial compression tests were carried out to investigate the effectiveness of CSV to reinforce the soft ...
Souadeuk Anouar, Boudaoud Zeineddine
doaj   +1 more source

Behaviour of Encased Stone Columns in Soft Clay [PDF]

open access: yesJournal of Engineering Research - Egypt, 2022
Ground improvement techniques are commonly used at many sites where the existing soil conditions are very weak which to lead to unsatisfactory performance.
Mohamed Mugahed Sakr   +2 more
doaj   +1 more source

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