Results 31 to 40 of about 8,535 (215)
Rekayasa SipilGeopolymer is an eco-friendly binder derived from natural or artificial precursors such as fly ash and slag. The purpose of this research is to investigate the response of Recycled Concrete Aggregate (RCA) with Geobead (GB) filler based geopolymer to ...
Muhammad Chofi Irnawan +2 more
doaj +1 more source
Rekayasa Sipil, 2018 In Semarang there is often a flood of sea water that swamp the road. This happens because the ground is lower than the water level, load-carrying capacity is deficient. Following up on this, a new road network is needed as a toll road.
Anindita Dwi Anggraini +2 more
doaj +1 more source
Teras Jurnal: Jurnal Teknik Sipil, 2020 Abstrak Ruas Jalan Subulussalam–Lipat Kajang merupakan salah satu jalan Nasional Lintas Barat–Selatan Provinsi Aceh menghubungkan Kota Subulussalam dengan Kabupaten Aceh Singkil dan menuju Batas Provinsi Sumatera Utara mengalami penurunan pada badan ...
Ali Munir
doaj +1 more source
Yantu gongcheng xuebao, 2021 In order to study the deformation characteristics of caissons buried in sand under horizontal loads, a group of laboratory 1g model tests are carried out in sand foundation.
ZHAO Xiao-qing 1, ZHAN Wei 2, YAN Xin 2, WANG Jin-chang 1, YANG Zhong-xuan 1, GONG Xiao-nan 1
doaj +1 more source
Sulaimani Journal for Engineering SciencesThis study mainly focuses on identifying and calibrating the Hardening Soil Model HSM parameters for reconstituted soil samples representing the clay core of Darbandikhan Dam.
Alan Ghafoor, Kawa Zaidan, Younis M. Ali
doaj +1 more source
Advances in Materials Science and Engineering, 2023 Characterization and analysis of foundation material are basic concerns of geotechnical activities to have safety for the structure and users as well. Particularly, it is quite important for the areas of lagging experiences with a lack of equipment and ...
Defaru Katise Dasho, Biratu Bezabh Aga
doaj +1 more source
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 +4 more
wiley +1 more source
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 +3 more
wiley +1 more source
Resolución de problemas de ingeniería geotécnica mediante plaxis 2D [PDF]
, 2019 El libro consta de siete ejercicios, cada uno de ellos fácil de identificar y relacionar con las diferentes unidades temáticas que los alumnos estudian a lo largo de su formación en ingeniería del terreno: factores de seguridad en desmontes y terraplenes,
Jiménez Valera, José Antonio +3 more
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Modeling Biocemented Sands: Hypoplastic Model for MICP‐Based Ground Improvement
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 12, Page 4893-4912, 25 August 2026.ABSTRACT Bio‐cementation offers a sustainable and low‐carbon alternative to conventional ground improvement methods, aligning with the growing demand for green geotechnical solutions. To enable reliable numerical simulation of bio‐cemented soil behavior in engineering applications, advanced constitutive models are required to account for the effects of
Merita Tafili +3 more
wiley +1 more source