Results 101 to 110 of about 633,331 (211)

Numerical analysis of geosynthetic reinforced piled embankments scale model tests

, 2012
Geoscience and EngineeringCivil Engineering and ...
Van Duijnen, P., Den Boogert, T.H. (author), Den Boogert, T.H., Van Duijnen, P. (author), Van Eekelen, S.J.M., Van Eekelen, S.J.M. (author)   +5 more
core   +1 more source

Studi Perilaku dan Mekanisme Interaksi Penggabungan Prefabricated Vertical Drain dan Deep Cement Mixing untuk Perbaikan Tanah Lunak

Jurnal Teknik Sipil, 2016
Abstrak. Permasalahan geoteknik utama untuk konstruksi di atas tanah lunak adalah daya dukung tanah yang rendah dan potensi penurunan yang besar. Penelitian tentang perbaikan tanah yang berkembang saat ini memberikan alternatif-alternatif metode untuk ...
Andri Lesmana, Endra Susila
doaj  

Determination of the Displacement of Shallow Foundations Sitting on Unsaturated Soils Using Analytical and Numerical Analysis Methods

Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi
The bearing capacity of a foundation is crucial for ensuring the stability and safety of structures. However, shallow foundations on unsaturated soils pose challenges due to the complicated behavior of such soils.
Ertan Bol, Aşkın Özocak, Sedat Sert, Mohammad Osama Fawwaz Alsmadi, Emre Akmaz   +4 more
doaj   +1 more source

Laboratory model tests and three-dimensional numerical analyses to investigate the behavior of floating granular piles in soft clay

AIP Advances
In geotechnical construction, floating granular piles (FGPs) are employed to increase the bearing capacity and decrease the settlement of soft and highly compressive silt materials.
Murtaza Hasan, Pooja Bhatia, Mohammad Amir Khan, Abdullah H. Alsabhan, Shamshad Alam, Sameer Algburi, Salah J. Mohammed   +6 more
doaj   +1 more source

Comparison of Plaxis-2D and 3D Models of Improved Ground with Deep Mixing Columns

In this study, the ground improvement application that applied to the foundation of a private hospital in Amasya, Turkey was investigated as a case study.
Zengin, Batihan, Can, Ash, GÖKÇEOĞLU, CANDAN   +2 more
core   +1 more source

ANALISIS DAYA DUKUNG DAN PENURUNAN PONDASI BORED PILE METODE LUCIANO DECOURT & PROGRAM PLAXIS 2D

The demand for reliable transportation infrastructure requires accurate evaluation of foundation performance, particularly for deep foundations such as bored piles used in elevated road structures.
Farhan Zainul Abidin, Muhammad Fauzi Jatmiko, Yerry Kahaditu Firmansyah   +2 more
core   +1 more source

Alternatif Penanganan Stabilitas Timbunan dan Lereng pada Oprit Jembatan dengan Mortar Busa (Studi Kasus : JU Rel KA Cibitung – Cilincing)

Jurnal Civil Engineering Study
Tanah lunak disebabkan oleh kohesi, sudut geser dalam yang memiliki nilai rendah dan kompresibilitas yang tinggi. Jika tidak dikenali dan diselidiki dapat menyebabkan ketidakstabilan dan penurunan jangka panjang yang tidak bisa di tolerir. Sebagai salah
Annissa Yoga Prastika, Wahyu Febriyanto, Dewi Indriyana, Bagas Wahyu Adhi, Fatchur Roehman, Nasyiin Faqih   +5 more
doaj  

Numerical and Experimental Studies of Wave Propagation Induced by Pile Driving

Jurnal Teknik Sipil, 2014
. This paper presents results of numerical and experimental studies to predict the peak particle velocity (ppv) induced by a pile driving. By utilizing a professional finite element software, Plaxis 2D Dynamic, this study analyzed ppv due to pile driving
Endra Susila, Suhermanto Siahaan, Poltak Sinaga, Fico Agrensa   +3 more
doaj  

Analysis of conventional and helical soil nails using finite element method and limit equilibrium method. [PDF]

Heliyon, 2022
Goyal A, Shrivastava AK.
europepmc   +1 more source

Metaheuristic machine learning based factor of safety prediction of MSE walls. [PDF]

Sci Rep
Prashad D, Shubham K, Metya S, Singh RP, Sembeta RY.   +4 more
europepmc   +1 more source