| 摘要 |
<p>PROBLEM TO BE SOLVED: To provide a construction method for a foundation capable of bearing earth pressure from backfill soil, even when a width-stop member is not erected within a form.SOLUTION: In a construction method for a foundation, an excavated ditch is formed in a position of each side of a rectangular compartment by excavating the ground; a mold form is installed within the formed excavated ditch; and the periphery of the installed mold form is backfilled. After the mold form is installed, a tension member is erected between the mutually-opposed sides of the mold form.</p> |
