Results 11 to 20 of about 1,630,476 (198)

Analysis on Laterally Loaded Group Piles by Plaxis 3D Foundation

ComTech, 2011
It has been known that a group pile lateral capacity is smaller than the sum of each pile capacity composing the group. A reduction factor, also known as efficiency factor, is required to determine the effective lateral capacity of group piles.
Sri Dewi, Gouw Tjie Liong
doaj   +3 more sources

3d stability modelling of Tutankhamen,s Tomb (Kv62) using Plaxis 3d with jointed rock model

npj Heritage Science
Abstract The tomb of the young pharaoh Tutankhamen (KV62) is the most famous tomb in the world. This tomb has been subjected to long-term impacts from both flash flooding and major faults. As a result, it has experienced varying degrees of instability and damage, which have progressively worsened over time.
S. Hemeda
openaire   +2 more sources

NUMERICAL STUDY OF RING FOUNDATIONS NEAR SLOPES USING PLAXIS 3D

International Journal of Applied Mathematics
The problem caused by ring foundations adjacent to sloped grounds is the interaction between the soil and the structure, considering the loads imposed, which is a complex geotechnical issue. This research focuses on ring foundations used in axisymmetric structures, such as chimneys, water and oil tanks, silos, and wind turbines.
Ahmed Raad Dawood, I. Al-abboodi, Prof.Dr.Mazin Abdulimam Ahmed   +2 more
openaire   +2 more sources

Influence of Surcharge Preloading Improvement on Surrounding Environment Based on Plaxis 3D [PDF]

IOP Conference Series: Earth and Environmental Science, 2017
In order to evaluate the influence of surcharge preloading on the surrounding environment, the surcharge preloading are numerically simulated in the paper. The results show that: 1) With the increase of surcharge load the maximum horizontal displacement gradually increases.
Binbin Xu
openaire   +2 more sources

Numerical Simulation and Deformation Prediction of Deep Pit Based on PSO-BP Neural Network Inversion of Soil Parameters [PDF]

Sensors
The finite element numerical simulation results of deep pit deformation are greatly influenced by soil layer parameters, which are crucial in determining the accuracy of deformation prediction results.
Qingwang Li, Feng Cheng, Xinran Zhang
doaj   +2 more sources

Practical Calculation of Diaphragm Wall Deflection using Plaxis 3D Software

JOURNAL OF MATERIALS & CONSTRUCTION
In this article, the mathematical models within the Plaxis 3D software were used to simulate and assess the deflection of diaphragm walls, comparing with data collected from a real project. This scientific and effective approach is crucial, as analyzing and simulating the excavation stages before constructing diaphragm walls for underground levels ...
Truong Giang Bui, Quang Tuan Nguyen, Phan Anh Nguyen   +2 more
openaire   +2 more sources

Analisis Perbandingan Pemodelan Plaxis 2D dan Plaxis 3D pada Konsolidasi Tanah Reklamasi Menggunakan Prefabricated Vertical Drain

Jurnal Studi dan Aplikasi Teknik Sipil (JSATS)
Tanah reklamasi umumnya memiliki karakteristik kompresibilitas tinggi sehingga memerlukan perbaikan tanah untuk mempercepat proses konsolidasi. Penggunaan Prefabricated Vertical Drain (PVD) merupakan salah satu metode yang banyak diterapkan, namun proses instalasinya dapat menimbulkan zona terganggu (smear zone) yang memengaruhi kinerja drainase dan ...
null Dinda Sekar Selni Prawardani, null Bartolomeus Krismanto Pauta, null Marina Abriani Butudoka   +2 more
openaire   +2 more sources

Analysis of the Effect of Anchor Rod on the Behavior of Diaphragm Wall Using Plaxis 3d

Aquatic Procedia, 2015
Abstract Diaphragm walls and anchor rods are generally provided to support open berth structures in marine soils. The diaphragm walls are subjected to loads due to the soil layer on one side of the structure. Anchor rods may be provided in order to strengthen the structure and to resist the lateral loads and reduce the deflection to a large extent ...
Yajnheswaran, , Ranjan, H.S., Rao, Subba
openaire   +2 more sources

Stability study on the northern batter of MBC Open Pit using Plaxis 3D

Arabian Journal of Geosciences, 2018
Cracks appeared on the northern batter at Maddingley Brown Coal Open Pit Mine, Victoria, Australia, on 8 November 2013 and a 2-day rainfall event happened 5 days later. This study models the stability of the northern batter considering the effect of the rainfall event and an emergency buttress using finite element method (FEM) encoded in Plaxis 3D.
Lei Zhao, Greg You
openaire   +3 more sources

IMPROVEMENT OF PIPELINE SETTLEMENT USING MICROPILES [PDF]

JES: 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