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seismic design of abutments in zone 3
greetings,
seeking guidance for the design of referenced item, determining the lateral load due to the soil on abutment,
thanks
check out our whitepaper library.
abutments when used with bridges are designed to seismic performance categories a, b, c or d with d being the highest.
having stated that, then you should be using aashto for bridge abutments and if so, you'll find the mononabe-okabe analysis for the soil pressure acting on your abutment.
other references that deal with this subject are
soil dynamics - shamsher prakash
foundation engineering - braja das
foundation engineering - joseph bowles

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借用达朗贝尔的名言：前进吧，你会得到信心!
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2009-09-15, 08:42 PM	#1
huangyhg 超级版主注册日期: 04-03 帖子: 18592 精华: 36 现金: 249466 标准币资产: 1080358888 标准币	seismic design of abutments in zone 3 seismic design of abutments in zone 3 greetings, seeking guidance for the design of referenced item, determining the lateral load due to the soil on abutment, thanks check out our whitepaper library. abutments when used with bridges are designed to seismic performance categories a, b, c or d with d being the highest. having stated that, then you should be using aashto for bridge abutments and if so, you'll find the mononabe-okabe analysis for the soil pressure acting on your abutment. other references that deal with this subject are soil dynamics - shamsher prakash foundation engineering - braja das foundation engineering - joseph bowles __________________ 借用达朗贝尔的名言：前进吧，你会得到信心! [url="http://www.dimcax.com"]几何尺寸与公差标准[/url]