https://pm.haifa.ac.il/index.php?title=User:CarlynneOverton504&action=history Revision history for this page on the wiki en MediaWiki 1.15.1 Thu, 03 Sep 2026 10:48:16 GMT https://pm.haifa.ac.il/index.php?title=User:CarlynneOverton504&diff=51971&oldid=prev <p>Created page with &#39;As a result, how do consulting engineer to hold out preliminary selection of foundation? Preliminary choice of foundation will be based mostly on the earthworks drawings. a strai…&#39;</p> <p><b>New page</b></p><div>As a result, how do consulting engineer to hold out preliminary selection of foundation? Preliminary choice of foundation will be based mostly on the earthworks drawings. a straightforward method is referring to the cut and fill area in earthworks drawings. Where cut space will select as pad foundation and fill area can select as pile foundation. When fill space is less than 1.2m, it still is used as footing foundation as a result of footing need an exact depth for construct. [http://www.denichsoiltest.com/service เจาะสำรวจดิน] Another technique of determination is by on website excavation, engineer need to move to website to witness the ground condition. Engineer will observe how the excavator excavate earths. will the excavator can easy take away the soil. can soil is loose at vertical sides of excavation hole.</div> Tue, 12 Jun 2012 06:24:24 GMT CarlynneOverton504 https://pm.haifa.ac.il/index.php?title=User_talk:CarlynneOverton504