Results 41 to 50 of about 633,331 (212)

Simulation of reinforcement slope using plaxis-2D

, 2021
This report will discuss the application of PLAXI-2D for relevant design examples of reinforced slope and case study, involving two design examples by Jewell R A and one case study involving a test set up of a real scale bridge abutment.
Yang, Mingzi
core  

An Elasto–Plastic Hydro–Mechanical Model for Analyzing the Swelling Behavior of Heterogeneous Clay–Sulfate Rocks

International Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.
ABSTRACT Swelling of clay‐sulfate rocks is a concern in geotechnical engineering that can damage infrastructure. In the historic town of Staufen in southwest Germany, geothermal drilling into a swellable anhydrite‐bearing clay formation resulted in water inflow and subsequent swelling, triggering ground heave and damage to more than 250 houses.
Reza Mahmoudi Kouhi, Reza Taherdangkoo, Thomas Nagel, Faramarz Doulati Ardejani, Christoph Butscher   +4 more
wiley   +1 more source

PERENCANAAN DINDING PENAHAN TANAH KANTILEVER JALAN BINUANG BUKITTINGGI MENGGUNAKAN PLAXIS 2D VERSI 20 [PDF]

, 2022
Lereng sangat banyak terdapat di daerah Sumatera Barat karena sebagian besar daerahnya merupakan perbukitan. Lereng di katakan aman jika dalam keadaan stabil.
Jimmy, Yonatan
core   +1 more source

Time‐Dependent Settlement Model for Driven Piles Using Hybrid Finite Element‐Artificial Neural Network and Regression Approaches

Engineering Reports, Volume 8, Issue 9, September 2026.
This study investigates time‐dependent settlement of pile foundations. A hybrid framework combining Artificial Neural Networks and Finite Element Modeling was developed to derive an empirical equation for the pile‐soil system stiffness evolution over time. The model was validated and calibrated using laboratory test data.
Gbênihon Céleste‐Amour Kenoukon, Joseph Ng'ang'a Thuo, Kiplagat Chelelgo, Alphonce Ayado Owayo   +3 more
wiley   +1 more source

A Surrogate Model for Stability Assessment of Two‐Layered Cohesive Slopes

International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 10, Page 4142-4163, July 2026.
ABSTRACT This paper introduces a novel surrogate model for rapid stability evaluation of two‐layered cohesive slopes under undrained conditions. The model eliminates the need for iterative calculations and slip surface searches, allowing for fast and accurate stability assessments without reliance on advanced numerical tools. The formulation is derived
Naloan Coutinho Sampa, Humberto C. F. S. S. S. Volpato   +1 more
wiley   +1 more source

Soil Nail Design Optimization Through Adaptive Slope Stability Analysis Using Improved Limit Equilibrium Method

International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 6, Page 2806-2822, 25 April 2026.
ABSTRACT Design optimization for automatically generating optimal design results is a promising technique for enhancing the efficiency of design processes and outcomes. However, its development for soil nail reinforced slopes is limited since the traditional slope stability analysis using the limit equilibrium method (LEM) becomes relatively time ...
Weihang Ouyang, Kai Liu, Si‐Wei Liu
wiley   +1 more source

Ground settlement prediction of embankment treated with prefabricated vertical drains in soft soil

MATEC Web of Conferences, 2018
Excessive settlement due to consolidation can cause damage to the structure’s rest on soft soil. The settlement takes place in relatively longer. The preloading and prefabricated vertical drain (PVD) is often applied to accelerate the primary settlement.
Saputro Siswoko Adi, Setyo Muntohar Agus, Jiun Liao Hung   +2 more
doaj   +1 more source

PEMODELAN PELAKSANAAN TEROWONGAN CISUMDAWU MENGGUNAKAN PROGRAM PLAXIS 2D DAN PLAXIS 3D TUNNEL

, 2019
Terowongan Cisumdawu merupakan salah satu paket pekerjaan dari proyek pembangunan jalan tol Cisumdawu (Cileunyi-Sumedang-Dawuan). Terowongan ini dibangun pada seksi II tol Cisumdawu, membentang dari Rancakalong – Sumedang.
Arifin, Ahmad Zakariya
core   +1 more source

Soil-Structure Interraction Using Plaxis 2D Software

International Journal of Scientific Research in Engineering and Management
Abstract-This project analyzes soil–structure interaction (SSI) of strip footings using PLAXIS 2D. Various soil types—soft clay, stiff clay, sandy clay, sand, and dense sand—are modeled to study their effects on bearing capacity and load–settlement behavior under central and eccentric loading.
Vinayak . Bobbi, Abdul Rahman Shaikh s, Gourish Babu Ambiga, Sandeep Talekar   +3 more
openaire   +1 more source

New Challenges in Construction Engineering Under Rainstorm Disaster

Advances in Civil Engineering, Volume 2026, Issue 1, 2026.
The increasing frequency of extreme rainstorms has posed significant hazards and challenges to construction management in recent years. This paper seeks to identify and categorize the current challenges and strategies encountered in construction‐project management under rainstorm‐disaster conditions.
Yiru Hou, Yi Wang, Xueliang Hou, Faqiang Bo, Muhammad Tariq Chaudhary   +4 more
wiley   +1 more source