"Different load, Mang Lito," Mai replied, erasing a variable. "We have dynamic loads. Vibration. We need to increase the . Remember the equation?"
Mai shook her head. Standard compaction wouldn't reach the depth needed. She thought of —the one about vertical stress increase under a strip footing. She needed to consolidate the soft layer. geotechnical engineering mathalino
She did a quick calculation using Terzaghi’s 1D Consolidation Theory : "Different load, Mang Lito," Mai replied, erasing a variable
If they preloaded the site with 2 meters of fill for 45 days, the settlement ((S_c)) would be 15 cm. That was acceptable. But the client wanted zero settlement in 30 days. The client, a man in a stiff suit who smelled of cologne and impatience, slammed the table. "Why can't you just use the Mathalino shortcut? Increase the footing width, decrease the pressure." We need to increase the