She did a quick calculation using Terzaghi’s 1D Consolidation Theory :
She took a deep breath. "We will do ."
"Stone columns require from the surrounding soil," Mai countered, her voice steady now. "Your soil has an undrained shear strength ((c_u)) of only 15 kPa. The stone will punch through it. That's not reinforcement; that's a hammer falling through a wet paper bag." Part IV: The Third Decimal Silence. Mang Lito poured a cup of sweet coffee and placed it in front of Mai. geotechnical engineering mathalino