Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Jacob G. Grasmick"'
Publikováno v:
Geotechnical Aspects of Underground Construction in Soft Ground. 2nd Edition ISBN: 9781003355595
Geotechnical Aspects of Underground Construction in Soft Ground ISBN: 9780429321559
Geotechnical Aspects of Underground Construction in Soft Ground
Geotechnical Aspects of Underground Construction in Soft Ground ISBN: 9780429321559
Geotechnical Aspects of Underground Construction in Soft Ground
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fff49b56c8fba51aa65b2d9501dd752f
https://doi.org/10.1201/9781003355595-5
https://doi.org/10.1201/9781003355595-5
Publikováno v:
Rock Mechanics and Rock Engineering. 55:2771-2786
Tunneling in karstic geology confronts numerous challenges due to unpredictable occurrence of voids. The current approach of karstic void risk assessment is qualitative or semi-quantitative and lacks consideration of the spatial variability and distr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c2eb0e0cf0886497716de56b72f6eb07
https://doi.org/10.1007/s00603-021-02528-6
https://doi.org/10.1007/s00603-021-02528-6
Autor:
Michael A. Mooney, Jacob G. Grasmick
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
The application of geostatistical analyses of site investigation data for tunneling projects has gained significant attention in the literature. While the proposed techniques are useful for...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::172c42843458acb26abfce0c11ae5766
https://doi.org/10.1061/(asce)gt.1943-5606.0002701
https://doi.org/10.1061/(asce)gt.1943-5606.0002701
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 146
Urban soft-ground tunneling projects involve significant risks related to the spatial variability and uncertainty in geotechnical parameters. However, standard practice typically does not i...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3865ed901ca60de0c17595b6271e56f7
https://doi.org/10.1061/(asce)gt.1943-5606.0002262
https://doi.org/10.1061/(asce)gt.1943-5606.0002262
Publikováno v:
Journal of Quality Technology. 50:431-445
A novel application for outlier detection is in ground deformation monitoring. During any type of underground construction in urban settings, sensors are placed on the ground surface to monitor the vertical displacement with the goal of ensuring that
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6cce4599ec88595ac563a77b973b6bf
https://doi.org/10.1080/00224065.2018.1507598
https://doi.org/10.1080/00224065.2018.1507598
Publikováno v:
KSCE Journal of Civil Engineering. 21:2908-2918
Ground volume loss induced by shield tunnel construction is the major factor leading to ground settlement and deformation. The general equations predicting surface settlement based on ground volume loss involve a settlement trough width coefficient (
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5649367bc6df27f6e12316c86eaf7db6
https://doi.org/10.1007/s12205-017-0989-8
https://doi.org/10.1007/s12205-017-0989-8
Autor:
Michael A. Mooney, Jacob G. Grasmick
Publikováno v:
Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art ISBN: 9780429424441
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a0a4fd541f0df702897530c36627f961
https://doi.org/10.1201/9780429424441-91
https://doi.org/10.1201/9780429424441-91
Publikováno v:
Tunnelling and Underground Space Technology. 60:80-95
Recent extreme weather with heavy rainfall has brought new challenges to the operation of a karst tunnel as a large amount of groundwater flowing toward the tunnel in a short time exceeded the drainage capacity and caused high external water pressure
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4e396be9e576a1ceab74580e02bc083f
https://doi.org/10.1016/j.tust.2016.07.009
https://doi.org/10.1016/j.tust.2016.07.009
Publikováno v:
Tunnelling and Underground Space Technology. 57:257-264
This paper examines the role of slurry TBM operational parameters, namely face, annulus and grout pressures, on ground deformation. The analysis includes both field data and computational modelling. Field data from the very successful Queens bored me
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82491b35af02f9697bac47f7f34544de
https://doi.org/10.1016/j.tust.2016.01.007
https://doi.org/10.1016/j.tust.2016.01.007
Publikováno v:
Canadian Geotechnical Journal. 52:961-970
A dynamic finite element (FE) model of lightweight deflectometer (LWD) loading on a two-layer soil system, validated with an analytical solution and experimental data, is presented. Peak dynamic FE vertical deflections can be substantially different
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b7acaef50f33898a1ff359ee6c991f06
https://doi.org/10.1139/cgj-2014-0040
https://doi.org/10.1139/cgj-2014-0040