<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>The majority of historical heritage structures of Makli, Thatta require rehabilitation. As the Tomb of Jam Nizam-al-Din Samoo is near the slope’s edge, the settlement increased due to slope degradation. This study aims to investigate the effect of structural elements such as secant pile and structural nails on the settlement of Tomb. From this study, it was observed that with the installation of secant piles on the slope, Tomb’s settlement can be reduced considerably; moreover, the anchors did not have an appreciable role in the settlement. The secant pile of 12 m sufficient to reduce settlement. This will be economical and easy approach as compare to the retaining wall. The Factor of safety (FOS) reduced from 1.36 to 1.10 with increase of slope from 45 to 35. The FOS of slope also increased with the installation of nails from east side of slope. The will reduce the chances of slope failure and consequently the tilting/collapse of Tomb.</p>
</abstract>

The majority of historical heritage structures of Makli, Thatta require rehabilitation. As the Tomb of Jam Nizam-al-Din Samoo is near the slope’s edge, the settlement increased due to slope degradation. This study aims to investigate the effect of structural elements such as secant pile and structural nails on the settlement of Tomb. From this study, it was observed that with the installation of secant piles on the slope, Tomb’s settlement can be reduced considerably; moreover, the anchors did not have an appreciable role in the settlement. The secant pile of 12 m sufficient to reduce settlement. This will be economical and easy approach as compare to the retaining wall. The Factor of safety (FOS) reduced from 1.36 to 1.10 with increase of slope from 45 to 35. The FOS of slope also increased with the installation of nails from east side of slope. The will reduce the chances of slope failure and consequently the tilting/collapse of Tomb.

Numerical Modelling of Soil-Nail and Secant Pile in Plaxis 2D: A Case Study of Tomb of Jam Nizam-al-Din Samoo, Makkli Thatta

Mehran University of Engineering & Technology

Civil and Environmental Engineering

This work is licensed under the Creative Commons Attribution 4.0 International License.

The majority of historical heritage structures of Makli, Thatta require rehabilitation. As the Tomb of Jam Nizam-al-Din Samoo is near the slope’s edge, the...

Numerical Modelling of Soil-Nail and Secant Pile in Plaxis 2D: A Case Study of Tomb of Jam Nizam-al-Din Samoo, Makkli Thatta

Data publikacji: 09 gru 2021

Zakres stron: 706 - 717

DOI: https://doi.org/10.2478/cee-2021-0070

Słowa kluczowe
Numerical modelling, Plaxis 2D, Secant pile, Factor of safety, Rehabilitation of old structure

© 2021 Syed Raghib Abbas Shah et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Numerical Modelling of Soil-Nail and Secant Pile in Plaxis 2D: A Case Study of Tomb of Jam Nizam-al-Din Samoo, Makkli Thatta

Data publikacji: 09 gru 2021

Zakres stron: 706 - 717

DOI: https://doi.org/10.2478/cee-2021-0070

Słowa kluczoweNumerical modelling, Plaxis 2D, Secant pile, Factor of safety, Rehabilitation of old structure

© 2021 Syed Raghib Abbas Shah et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Słowa kluczowe
Numerical modelling, Plaxis 2D, Secant pile, Factor of safety, Rehabilitation of old structure