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Hi everybody, What is the max. allowable steel ratio to be specified in piled retaining walls? Thanks in advance

Slope Indicator notes using the inclinometer casing as well as grout mixes on their website. I just wondered it was a matter of choice (technical, economical, etc.)

Is there any reason not to prefer a casing?

Thanks for all the replies.

Thanks for the replies. Let me give you some more details. Tiedback walls are temporary. Basement foundation walls were constructed to some extent. In the design, full lateral earth pressure was assumed. Because of some improper applications throughout the construction of basement foundation...

Hi everybody, Cut and cover construction. Excavation is supported by contiguous piles and anchors. I'd like to know whether the active earth pressure acting against the basement wall can be decreased or disregarded in structural design. Thanks in advance.

Hi everybody, the statement of the problem: cut and cover metro station (3.5m below the ground level) top and bottom slabs are 90cm thick, outer shear walls are 70cm thick, inner shear walls are 30cm thick. dimensions are approx. 26m x 23m from axis to axis (1 part of a total station) It has...