Table 13 Summary of spectral acceleration responses for the three zones.

From: Anomalous dynamic response and micro-zonation of saline sabkha soils of eastern Saudi Arabia using 3D seismic behavior modelling

Zone

amax/g

Sub-zone Criteria

Modeling Results

Values from Codes

Thickness of loose/soft layer of sabkha (m)

Thickness of medium dense sand (m)

SS

S1

SS

S1

PGA

Normal water

Sea water

Brine

Normal water

Sea water

Brine

SBC 301

RC GEM

SAES-A-112

SBC 301

RC GEM

SAES-A-112

SBC 301

RC GEM

SAES-A-112

Sandy sabkha

0.06

3.0

–

0.0261

0.0352

0.0450

0.0497

0.0616

0.0656

0.15

0.1

0.085

0.07

0.047

0.031

0.06

0.04

0.034

4.0

–

0.0278

0.0362

0.0461

0.0522

0.0634

0.0672

6.0

–

0.0292

0.0379

0.0472

0.0540

0.0643

0.0677

8.0

–

0.0311

0.0407

0.0487

0.0564

0.0654

0.0684

9.0

–

0.0328

0.0435

0.0498

0.0587

0.0664

0.0691

10.0

–

0.0345

0.0459

0.0507

0.0607

0.0672

0.0694

11.0

–

0.0355

0.0485

0.0513

0.0620

0.0671

0.0689

Clayey sabkha

0.06

1.0

–

––

–

0.0507

–

–

0.0699

0.15

0.1

0.085

0.07

0.047

0.031

0.06

0.04

0.034

1.5

–

–

–

0.0487

–

–

0.0699

2.0

–

–

–

0.0510

–

–

0.0723

2.5

–

–

–

0.0510

–

–

0.0723

3.0

–

–

–

0.0510

–

–

0.0723

4.0

–

–

–

0.0505

–

–

0.0707

4.5

–

–

–

0.0481

–

–

0.0672

Non-sabkha

0.06

–

2 to 6

–

–

0.0510

–

–

0.0730

0.15

0.10

0.09

0.07

0.05

0.03

0.06

0.04

0.03