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Armen Z. Ter-Martirosyan, Valery P. Kivliuk, Ilya O. Isaev and Victoria V. Rud
With the evolution of modern cosmopolitan cities, subterranean spaces have developed in dense urban environments. Hence, new metro tunnels often intersect with those in operation. The top-priority task of designers is to evaluate the effect of new constr...
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Alfrendo Satyanaga, Gerarldo Davin Aventian, Yerkezhan Makenova, Aigerim Zhakiyeva, Zhuldyz Kamaliyeva, Sung-Woo Moon and Jong Kim
BIM (Building Information Modelling) is used to create and manage data during design, construction, and operation. It helps to effectively manage resources and optimize processes in the construction industry. Geotechnical engineering is one of the comple...
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Muhammad Rehan Hakro, Aneel Kumar, Mujahid Ali, Agha Faisal Habib, Afonso R. G. de Azevedo, Roman Fediuk, Mohanad Muayad Sabri Sabri, Abdelatif Salmi and Youssef Ahmed Awad
The load?deformation relationship under the footing is essential for foundation design. Shallow foundations are subjected to changes in hydrological conditions such as rainfall and drought, affecting their saturation level and conditions. The actual load...
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Muhammad Rehan Hakro, Aneel Kumar, Zaheer Almani, Mujahid Ali, Fahid Aslam, Roman Fediuk, Sergey Klyuev, Alexander Klyuev and Linar Sabitov
Numerical modelling can simulate the interaction between structural elements and the soil continuum in a piled-raft foundation. The present work utilized a two-dimensional finite element Plaxis 2D software to investigate the settlement, swelling, and str...
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Asif Ahmed and Sahadat Hossain
Due to the representation of a particular field condition of soil rather than the real time scenario from laboratory experiments, the selection of unsaturated permeability and flow parameters becomes challenging when conducting numerical modeling. Keepin...
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Abdelaziz Brouthen, Mohamed Nabil Houhou and Ivan Puig Damians
This study describes the results of a series of 2D finite element method (FEM) numerical models of 6 m high back-to-back reinforced soil walls using the geotechnical software PLAXIS. These structures are used to support embankments, especially for bridge...
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Beni Deni Sitompul,Irwan Irwan,Kamaluddin Lubis
Pág. 109 - 125
The lower structure of a building construction consists of a foundation and a layer of soil to support the load of the upper construction. The condition of the soil under the structure is closely related to the behavior of the soil itself when it receive...
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Rudianto Surbakti
Pág. 83 - 91
Penurunan tanah, pergerakan tanah dan pergeseran tanah adalah masalah yang paling sering dihadapi ketika membangun konstruksi diatas lapisan tanah lunak. Tanah dengan konsistensi lunak memiliki tingkat penurunan tanah yang tinggi. Terdapat banyak metode ...
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Tika Ermita Wulandari
Pág. 99 - 108
Consolidation is the process of removing water from the pores of the soil which causes changes in the volume of the soil which results in damage to the construction above it. This is more fatal if the decline that occurs is local. Nowadays the use of ver...
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Maurizio Ziccarelli and Marco Rosone
The presence of weak layers in geotechnical systems, including soil or rock masses, both natural and man-made, is more frequent than is normally believed. Weak layers can affect both failure mechanisms, in drained and in undrained conditions, as well as ...
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