She flipped her yellow pad. "Look at the (FS). For highway embankments, FS must be 1.5 against bearing failure. Right now, FS = (q_ult/q_allowable) = 120/200 = 0.6. That is not an FS. That is a recipe for a sinkhole."
Mang Lito nodded slowly. " Ayos , Ma'am. You listened to the soil." Three months later, Mai stood on Km 47. The settlement gauges showed exactly 16 cm of settlement—within 1 cm of her prediction. The cone penetration test (CPT) tip resistance had doubled. geotechnical engineering mathalino
She took out her phone, opened the Mathalino forum, and posted a new problem: She flipped her yellow pad
She took a deep breath. "We will do ."