Archive

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] 72 Oxford Terrace, Christchurch [/vc_column_text][vc_empty_space][vc_column_text]Test Pile – Seismic Strengthening Project   Testing of Injection Piles was completed in Christchurch, New Zealand at the old Bangalore Polo Club site at 136 Oxford Terrace with supervision, verification and sign-off completed by Opus.   The tests...

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] XERO2, Wellington [/vc_column_text][vc_empty_space][vc_column_text]The Xero2 project has seen the old Manthel Motors building, on the corner of Wakefield and Taranaki streets in Wellington, have new foundations put in place using CCS Jet Pile technology. Total 164 Piles, 8–17m, diameter 350-550mm.   The...

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] Victoria Hotel Extensions, Dunedin [/vc_column_text][vc_empty_space][vc_column_text]The Victoria Hotel extension is a new standalone building to the rear of the existing Victoria Hotel on the corner of Cumberland Street and St Andrew Street, Dunedin. The building floor area is approximately 1500m²...

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] Villa Maria, Blenheim [/vc_column_text][vc_empty_space][vc_column_text]In this wine tank foundation repair and upgrade project, there are a large range of tank types, sizes, and foundations, with various levels of damage and access restrictions. A total of 224 diameter 450mm JETPILE anchors...

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] NZMA, The Terrace, Wellington [/vc_column_text][vc_empty_space][vc_column_text]New Zealand Medical Association Building is a historical building upgrade. 33 Piles, diameter 550 mm, 15-19m Deep with 9m Casing were installed.   The typical feature:   Large lateral ground movements Layers of soft and hard ground Ground layers moving independently...

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] The Terrace & Taranaki Street [/vc_column_text][vc_empty_space][vc_column_text]The original BNZ building in Petone, NZ, required seismic strengthening. There are following issues before pilling ​ Geological Issues:   Presence of liquefiable strata, piles lengths are limited to avoid loss of foundation strength due to liquefaction. Presence of...

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] Oxford Terrace, Christchurch [/vc_column_text][vc_empty_space][vc_column_text]This property was the first building in Christchurch to be releveled located in the Red Zone liquefaction area. ​ The building required structural stabilisation by means of inserting a K-brace shear wall at the rear of the building....

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] Glenelg Spur, Christchurch [/vc_column_text][vc_empty_space][vc_column_text]This is a three storey house with stucco exterior cladding over timber framing walls. It has a concrete floor for the lower floor. ​ Repairs & Improvements include:   Strengthening of pole retaining wall under the garage and creation of...

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] Worsleys Road, Christchurch [/vc_column_text][vc_empty_space][vc_column_text]This site is located in Cracroft, Christchurch, on a gently to steeply sloping. The dwelling is located on a cut to fill building platform on the southern portion of the site half way up on an...

[vc_row css_animation="" row_type="row" use_row_as_full_screen_section="no" type="full_width" angled_section="no" text_align="left" background_image_as_pattern="without_pattern"][vc_column][vc_column_text] Chester Street, Christchurch [/vc_column_text][vc_empty_space][vc_column_text]The re-level of foundation for a Chester Street property was carried out by CCS, including jobs:   Undertake re-level of the Type C Slab foundation Re-level includes expose and breakout existing concrete piles, in-situ re-levelling using perimeter & internal...