<svg xmlns:xlink="http://www.w3.org/1999/xlink" xmlns="http://www.w3.org/2000/svg" style="vertical-align:-0.06570053pt" id="M1" height="10.7417pt" version="1.1" viewBox="-0.0657574 -10.676 9.1743 10.7417" width="9.1743pt"><g transform="matrix(.017,0,0,-0.017,0,0)"><path id="g204-35" d="M21 28C22 12 33 1 49 0H314C406 0 482 78 482 169C482 242 427 304 354 320C415 341 461 393 461 454C461 543 380 611 293 611H49C32 609 23 600 21 583V574C23 557 32 548 49 546H89V65H49C32 63 23 54 21 37V28ZM162 285H304C365 285 409 227 409 169C409 109 353 65 293 65H162V285ZM162 546H293C342 546 388 505 388 454C388 394 330 350 272 350H162V546Z"/></g></svg> Free Finite Element Approach for Saturated Porous Media: Consolidation

<div>Kinematical basic assumption within the theory of porous media.</div>

Mathematical Problems in Engineering

fig1

Figure 1

Figure 1: <svg xmlns:xlink="http://www.w3.org/1999/xlink" xmlns="http://www.w3.org/2000/svg" style="vertical-align:-0.06570053pt" id="M1" height="10.7417pt" version="1.1" viewBox="-0.0657574 -10.676 9.1743 10.7417" width="9.1743pt"><g transform="matrix(.017,0,0,-0.017,0,0)"><path id="g204-35" d="M21 28C22 12 33 1 49 0H314C406 0 482 78 482 169C482 242 427 304 354 320C415 341 461 393 461 454C461 543 380 611 293 611H49C32 609 23 600 21 583V574C23 557 32 548 49 546H89V65H49C32 63 23 54 21 37V28ZM162 285H304C365 285 409 227 409 169C409 109 353 65 293 65H162V285ZM162 546H293C342 546 388 505 388 454C388 394 330 350 272 350H162V546Z"/></g></svg> Free Finite Element Approach for Saturated Porous Media: Consolidation 