Zobrazeno 1 - 10
of 85
pro vyhledávání: '"Mark B. Jaksa"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 7, Pp 2801-2812 (2024)
This study investigates the efficacy of sodium alginate (SA), xanthan gum (XG), guar gum (GG) and chitosan (CS) — each applied at five different solid biopolymer-to-water mass ratios (or dosages) and cured for 7 d and 28 d — on the unconfined com
Externí odkaz:
https://doaj.org/article/dbf6115abf8648589429efcaeebad72c
Autor:
Bambang Setiawan, Juellyan Juellyan, Nafisah Al-huda, Alfiansyah Yulianur, Taufiq Saidi, Mark B. Jaksa
Publikováno v:
Data in Brief, Vol 54, Iss , Pp 110501- (2024)
A representative sub-surface shear wave velocity model is crucial for seismic hazard studies, as seismic waves are affected by sub-surface characteristics. The offered data in this article were mainly developed based on a quasi-static cone penetratio
Externí odkaz:
https://doaj.org/article/132cd293307048589e595d701c5a8c8a
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 12, Iss 1, Pp 126-134 (2020)
The influence of towing speed on the effectiveness of the 4-sided impact roller using earth pressure cells (EPCs) is investigated. Two field trials were undertaken; the first trial used three EPCs placed at varying depths between 0.5 m and 1.5 m with
Externí odkaz:
https://doaj.org/article/1dc165c1a7fa4408970fb98a64411ae7
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 11, Iss 5, Pp 1044-1054 (2019)
This study aims to investigate the effect of mica content on the mechanical properties of clays. Commercially available ground mica was blended with a locally available clayey soil, at varying mica contents by mass of 5%, 10%, 15%, 20%, 25% and 30%,
Externí odkaz:
https://doaj.org/article/c5905a65ea384446a1f3c348deb47177
Publikováno v:
Materials, Vol 12, Iss 4, p 576 (2019)
The combined capacity of Jute Fibers (JF), the reinforcement, and Ground-Granulated Blast-Furnace Slag (GBFS), the binder, was examined as a sustainable solution towards ameliorating the inferior engineering properties of micaceous clays. A total of
Externí odkaz:
https://doaj.org/article/e766f84f670b4982954feb83adc5b888
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 22:128-142
Rolling dynamic compaction (RDC) is a ground improvement technique that involves towing a non-circular module forward with a tractor. It is widely used in the construction industry due to its high mobility and relatively small size. However, there re
Publikováno v:
Canadian Geotechnical Journal. 59:254-271
Rolling dynamic compaction (RDC) is a soil compaction technique, which is capable of improving thick layers of soil at a relatively fast operating speed. The paper presents the results of laboratory experiments conducted on 1:13 scale models of the f
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 174:657-669
The onset and evolution of soil arching in a trapdoor apparatus was investigated using discrete-element modelling (DEM). The effects of wall friction, particle size and material type (sand and rubber–sand) on the micro-behaviour of the granular mat
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 13, Iss 5, Pp 1093-1100 (2021)
Micaceous soils are common in many tropical countries and regions, and in some locations with moderate climate. The soils are spongy and unstable when loaded and are not considered suitable as construction material in earth structures. To resolve the
Publikováno v:
Geotechnical Testing Journal. 46:20230348