Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Dean B. Durkee"'
Publikováno v:
Civil Engineering Magazine. 81:68-73
The first phase of construction of the PHX Sky Train, a 5 mi long automated people mover to be located at Phoenix Sky Harbor International Airport, included the design and construction of more than 230 drilled shafts to support three stations and rou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::83b243c0f1a2ce67913379dd3ed55927
https://doi.org/10.1061/ciegag.0000350
https://doi.org/10.1061/ciegag.0000350
Publikováno v:
Finite Elements in Analysis and Design. 37:979-996
Results of finite element modeling for a series of corrugated polyethylene pipes under a typical 120 m high heap leach pad of copper bearing ore are presented. The modeling results for two different configurations illustrate the phenomena of soil str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6d54b764c39a132f49f81e8e63626fdf
https://doi.org/10.1016/s0168-874x(01)00043-9
https://doi.org/10.1016/s0168-874x(01)00043-9
Publikováno v:
GeoCongress 2012.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::edc8082e24eb9495e8f9dc67e1ab442c
https://doi.org/10.1061/9780784412121.028
https://doi.org/10.1061/9780784412121.028
Publikováno v:
Geo-Frontiers 2011.
The soils in the area of the Phoenix Sky Harbor International Airport (PSHIA) generally consist of alluvial sand, gravel, and cobbles (locally known as SGC) deposited by the Salt River. The conventional methods for axial capacity determination, which
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2a826f9c52d564d4d86e357178e98c6
https://doi.org/10.1061/41165(397)23
https://doi.org/10.1061/41165(397)23
Publikováno v:
Geo-Frontiers 2011.
The PHX Sky Train is an 8 km (5 mile) long automated people mover system located at Phoenix Sky Harbor International Airport. Phase I of the PHX Sky Train includes the design and construction of 227 drilled shafts supporting three stations and approx
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d06766a5d3e847d03e2d51d753983691
https://doi.org/10.1061/41165(397)24
https://doi.org/10.1061/41165(397)24
Publikováno v:
Problematic Soils and Rocks and In Situ Characterization.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4c819f4181c838e28018583a8f9251ea
https://doi.org/10.1061/40906(225)17
https://doi.org/10.1061/40906(225)17
Publikováno v:
Expansive Clay Soils and Vegetative Influence on Shallow Foundations.
The term active zone generally refers to the zone of soil that either is contributing to or has the potential to produce heave. In order to predict heave at any particular time, it is necessary to define the zone of soil that has experienced an incre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b96da4984ef26706465893ecd7de832a
https://doi.org/10.1061/40592(270)6
https://doi.org/10.1061/40592(270)6