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retaining wall program
hello everyone:
i was wondering what retaining wall program people use out there. we were using retwall for a long time. however, the disk became corrupt and our it guys deleted it off the engineering computer.
i am just wondering what people are using. i have done the last few by hand, and it takes a long time. especially since i like to try a couple different things to optimize my design.
thanks.
i like prosheet - free from arbed or whatever they're called these days. check
i used a program called "retain-pro" (
i either use enercalc or a speadsheet i wrote.
for seeting design i like civiltech shoring
enercalc
the son of the man who wrote retainpro is who owns enercalc. retainpro is essentially an expanded and more robust module of what is in enercalc and works very well.

i have been using quikwall by digital canal
enercalc.
hi guys,
i am trying to design a 10' retaining wall to retain against the soil on a sloped bare land, i don't know which way i should design the footing, i mean the heel portion of the footing should be toward the slope (under the slope) or opposite side? which way is more common and better.
thanks.

2009-09-15, 06:40 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	retaining wall program retaining wall program hello everyone: i was wondering what retaining wall program people use out there. we were using retwall for a long time. however, the disk became corrupt and our it guys deleted it off the engineering computer. i am just wondering what people are using. i have done the last few by hand, and it takes a long time. especially since i like to try a couple different things to optimize my design. thanks. i like prosheet - free from arbed or whatever they're called these days. check i used a program called "retain-pro" ( i either use enercalc or a speadsheet i wrote. for seeting design i like civiltech shoring enercalc the son of the man who wrote retainpro is who owns enercalc. retainpro is essentially an expanded and more robust module of what is in enercalc and works very well. i have been using quikwall by digital canal enercalc. hi guys, i am trying to design a 10' retaining wall to retain against the soil on a sloped bare land, i don't know which way i should design the footing, i mean the heel portion of the footing should be toward the slope (under the slope) or opposite side? which way is more common and better. thanks. __________________ 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]