Evaluation and Design of a Foundation System for Automated Stacking Cranes at the Port of Los Angeles, Berths 144-145 Automated Terminal

Author(s):  
Milind Desai ◽  
John Lee ◽  
Adrienne Fedrick ◽  
Christina Sar
1998 ◽  
Vol 7 (1) ◽  
pp. 25-51
Author(s):  
Carule Fabricant

I would like to begin by juxtaposing two very different pictures of global travel taken from recent articles in the popular media and considering their implications both for contemporary postcolonial theory and for our readings of “third world” fictional texts. In one article from the summer of 1997 (Newton 6-7), the Los Angeles New Times displayed on its cover a slender man in his thirties staring hopelessly out from behind a barred window. The caption read: “No Way Out: Romanian Gavrila Moldovan Risked His Life to Come to America. The INS Promptly Locked Him Up on Terminal Island. Three and a Half Years Later, He’s Still in Jail.” The accompanying story described Moldovan’s desperate flight out of Romania after being declared a “noncitizen” for writing an anti-government news article, which rendered him vulnerable to immediate arrest, and after his parents died in a suspicious car “accident.” Having slipped aboard a container ship bound for the United States together with some fellow countrymen (three of whom died en route), he was discovered and unceremoniously dumped ashore in Panama, only to stow away shortly thereafter on another container ship headed for the Port of Los Angeles. After finally reaching his destination, a “euphoric” Moldovan explained to the US authorities awaiting him at the port: “I come here to be in freedom.... ’” His “welcome” consisted of being arrested and locked up in the INS Processing Center on Terminal Island, in which, though never charged with any crime, he remained for several years before being transferred to Kern County Jail in Bakersfield, where he is currently languishing amongst a population of men awaiting trial for serious crimes (6-7)—one of thousands of refugees and immigrants who have been, and continue to be, incarcerated in prisons that have contracts with the INS, for lack of proper documents, for minor infringements of the law, or because they are denied political asylum despite compelling evidence of their vulnerability to government reprisal at home.


Ports 2007 ◽  
2007 ◽  
Author(s):  
Peter Yin ◽  
Nigel Priestley ◽  
Geoffrey Martin ◽  
Max Weismair ◽  
Omar A. Jaradat ◽  
...  

Ports 2019 ◽  
2019 ◽  
Author(s):  
Angel Lim ◽  
Marco Sanchez ◽  
Brian Correa ◽  
Omar Jaradat ◽  
Alahesh Thurairajah ◽  
...  

Ports 2019 ◽  
2019 ◽  
Author(s):  
Angel Lim ◽  
Omar Jaradat ◽  
Arul Arulmoli

Author(s):  
Kanthasamy K. Muraleetharan ◽  
Kandiah Arulmoli ◽  
Richard C. Wittkop ◽  
John E. Foxworthy

Port of Los Angeles (POLA) is involved in the creation of 235 ha (580 acres) of new land called Pier 400 by dredging and landfilling behind rock dikes. Because of the complicated nature of the project, POLA chose a fully coupled, elastoplastic, dynamic finite-element code called DYSAC2 as part of the seismic design of Pier 400. The predictions made by DYSAC2 were first validated using dynamic centrifuge model tests. Centrifuge model tests consisting of gravel dikes retaining sand backfills overlying stratified foundation soils also provided insight into the expected deformation mechanisms of Pier 400 cross sections. Centrifuge models indicated that the dikes will move more or less as a rigid block with most of the lateral deformations being concentrated in the foundation soils. These observations were confirmed by analyses of centrifuge models and Pier 400 cross sections using DYSAC2. Because of the rigid body movement of the dikes, a hybrid analysis procedure, between simplified Newmark’s method and the DYSAC2 analysis procedure in sophistication, was developed for the lateral deformation calculations of the Pier 400 cross sections. The hybrid method is similar to Newmark’s method, but yield acceleration values are calculated using average excess pore pressures predicted by DYSAC2 in the foundation soils and the landfill. In essence, the Pier 400 design team and POLA used results from sophisticated fully coupled procedures and centrifuge model tests together with traditional embankment analysis techniques and engineering judgment to produce a viable and safe seismic design of Pier 400 dikes and landfill.


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