199
Views
0
CrossRef citations to date
0
Altmetric
Research Article

Assessment and retrofitting of deteriorated light structure founded on expansive soil

Pages 605-614 | Received 04 Feb 2024, Accepted 05 Apr 2024, Published online: 16 Apr 2024

Figures & data

Figure 1. The ground floor plane of the building under study.

– Relative movement along axes (6) &; (5), and the crak pattern indicates vertical movement for the building at axis (6) with higher rate at axes (B & C).
– Inclined cracks between axes (5 &6) along axis (C) in the wall of the first floor. This did not appear in the basement and ground floor because no walls along axis (C) exist in these floors.
– Heave of basement floor was observed between axes (5&6) towards axis (5).
– Various cracks were observed on the exterior and interior walls as shown in photos of .
Figure 1. The ground floor plane of the building under study.

Figure 2. Examples for the severe cracks pattern on the exterior and interior walls.

Figure 2. Examples for the severe cracks pattern on the exterior and interior walls.

Table 1. Properties of swelling clay layer.

Figure 3. The foundation system and the cracks in concrete of boundary smells along axis (6).

Figure 3. The foundation system and the cracks in concrete of boundary smells along axis (6).

Figure 4. Photo supporting the column beams using I-beam steel frames.

Figure 4. Photo supporting the column beams using I-beam steel frames.

Figure 5. The new footing P.C. pier, and casting of the new columns.

Figure 5. The new footing P.C. pier, and casting of the new columns.