Zobrazeno 1 - 10
of 34
pro vyhledávání: '"Hisham T. Eid"'
Publikováno v:
Géotechnique. 70:842-844
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6335c736340b41e8a166afd26259fb93
https://doi.org/10.1680/jgeot.19.d.004
https://doi.org/10.1680/jgeot.19.d.004
Autor:
Hisham T. Eid
Publikováno v:
Proceedings of the International Conference on Civil Infrastructure and Construction (CIC 2020).
This paper presents a comparison of the fully softened shear strengths measured using the triaxial and torsional ring shear devices for a shale that possesses noticeably high plasticity and induration. The residual shear strength measured using the t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ffe15042d2e2ab4f6b3db8d59c06f823
https://doi.org/10.29117/cic.2020.0098
https://doi.org/10.29117/cic.2020.0098
This paper presents the discrepancy between the coefficients of permeability measured for randomly fractured limestone using field falling-head tests and that back-calculated for the same rock mass based on the actual discharge yielded from a dewater
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::391f3eff606d3aa87bc33e69a6139736
https://hdl.handle.net/10576/14656
https://hdl.handle.net/10576/14656
This study presents the results of interface torsional ring shear tests conducted at intermediate normal stress levels that are usually prevalent at soil-pipeline interfaces under near-shore conditions. Four normally consolidated soils of different p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aab34af671333abc6fb5e00b3421b2bf
https://hdl.handle.net/10576/13942
https://hdl.handle.net/10576/13942
Autor:
Khaled H. Rabie, Hisham T. Eid
Publikováno v:
International Journal of Geomechanics. 18
[No abstract available] The writers wish to thank the discussers for their interest in the paper. They also appreciate the discussers’ effort in measuring the fully softened shear strength of soil using different apparatuses. The discussers raised
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0ee9eb51cbdd4990e3c5d8f7b053af36
https://doi.org/10.1061/(asce)gm.1943-5622.0001038
https://doi.org/10.1061/(asce)gm.1943-5622.0001038
Autor:
Khaled H. Rabie, Hisham T. Eid
Publikováno v:
International Journal of Geomechanics. 17
The fully softened shear strengths of soils, mudstones, and shales of different plasticities and gradations were measured at low (10 and 25 kPa), intermediate (50 and 100 kPa), and high (200, 300, and 400 kPa) effective normal stresses. A torsional r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6a9690c4ba83d05a4c7d7194bd23cc8
https://doi.org/10.1061/(asce)gm.1943-5622.0000651
https://doi.org/10.1061/(asce)gm.1943-5622.0000651
Autor:
Hisham T. Eid
Publikováno v:
Engineering Geology. 168:38-45
Based on the results of an extensive parametric study, charts were developed for assessment of the stability of uniform slopes in soils with nonlinear shear strength failure envelopes. The study was conducted using envelopes formed to represent the r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::135087583d1a5fe45d06702a59c4070c
https://doi.org/10.1016/j.enggeo.2013.10.021
https://doi.org/10.1016/j.enggeo.2013.10.021
Autor:
Hisham T. Eid
Publikováno v:
Geotechnical Testing Journal. 43:20180188
The peak and residual interface shear strengths for a variety of normally consolidated soils were measured using a torsional ring shear apparatus modified to suit soil and interface testing under the undrained condition, which is usually prevalent at
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::605e665f7e2b52a59521071bd60b1a8e
https://doi.org/10.1520/gtj20180188
https://doi.org/10.1520/gtj20180188
Autor:
Abdalfatah A. Shehada, Hisham T. Eid
Publikováno v:
Advanced Materials Research. 831:307-313
An extensive finite element analysis was performed to study the settlement behavior of vertically loaded piles entirely embedded in non-homogeneous rock. To avoid utilizing interrelated parameters, pile-rock relative stiffness was expressed as a func
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d0a1ef42f6fbea2e36137c4163349d39
https://doi.org/10.4028/www.scientific.net/amr.831.307
https://doi.org/10.4028/www.scientific.net/amr.831.307
Autor:
Hisham T. Eid
Publikováno v:
International Journal of Geomechanics. 13:645-652
The behavior of axially loaded skirted shallow foundations resting on sand was studied using an extensive numerical analysis. Surface, pier, and skirted square foundations resting on sand w...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::647251dfefd28b9b81b32124babce56f
https://doi.org/10.1061/(asce)gm.1943-5622.0000237
https://doi.org/10.1061/(asce)gm.1943-5622.0000237