A simple technique to determine interface slip of stud connected SCC girders

A simple technique is proposed to compute interface slip of stud connected steel-concrete composite (SCC) girders based on the results of a flexure test. The technique makes use of relative longitudinal displacement of the concrete slab and steel beam to calculate the interface slip. In the flexure test of a SCC ...

Creator(s)
PRAKASH, A., LAKSHMANAN, N., ANANDAVALLI, N., MADHESWARAN, C.K., IYER, N.R., RAJASANKAR, J.
Contributor(s)
-
Publisher
Universitas Kristen Petra
Source
Civil Engineering Dimension, Vol. 14, No. 2, September 2012, 110-120; Prakash, A.(NA00404196), Lakshmanan, N.(NA00404197), Anandavalli, N.(NA00404198), Madheswaran, C.K., Iyer, N.R., Rajasankar, J.
Total File
1 file(s)
The Stability analysis of the lusi mud volcano embankment dams using FEM with a special reference to the dam point P10.Dr

Since the eruption of the Lusi Mud volcano in Sidoarjo, East Java, on May 2006, soil embankment dams have been built to keep hot mud within the ponds. Unfortunately, since the dams were sitting on poor weak ground, land subsidence intensively occurred around the dams. A finite element method (FEM) was, then, applied to ...

Creator(s)
AGUSTAWIJAYA, D.S. , SUKANDI
Contributor(s)
-
Publisher
Universitas Kristen Petra
Source
Civil Engineering Dimension, Vol. 14, No. 2, September 2012, 100-109; Agustawijaya, D.S. (NA00404168), Sukandi (NA00404195)
Total File
1 file(s)
Increase on strengths of hot weather concrete by self-curing of wet porous aggregate

The compressive and tensile strengths of concrete made in hot weather condition decreased due to loss of mixing water caused by high evaporation. One method to overcome the problem is the use of saturated fly ash aggregate. The water content in fly ash aggregate can flow out to the hardened cement ...

Creator(s)
SAMPEBULU?, V.
Contributor(s)
-
Publisher
Universitas Kristen Petra
Source
Civil Engineering Dimension, Vol. 14, No. 2, September 2012, 92-99; Sampebulu?, V. (NA00404194)
Total File
1 file(s)
Influence of curing age and mix composition on compressive strength of volcanic ash blended cement laterized concrete

This study investigates the influence of curing age and mix proportions on the compressive strength of volcanic ash (VA) blended cement laterized concrete. A total of 288 cubes of 100mm dimensions were cast and cured in water for 3, 7, 28, 56, 90 and 120 days of hydration with cement replacement ...

Creator(s)
OLAWUYI, B.J., OLUSOLA K.O., BABAFEMI, A.J.
Contributor(s)
-
Publisher
Universitas Kristen Petra
Source
Civil Engineering Dimension, Vol. 14, No. 2, September 2012, 84-91; Olawuyi, B.J. (NA00404193), Olusola K.O. (NA00404192), Babafemi, A.J. (NA00404191)
Total File
1 file(s)
The Effectiveness of emergency response system?s service providers for road accidents in Johor Bahru, Malaysia

In Malaysia, there are three core services involved in emergency, namely the fire and rescue, police, and ambulance services. The aim of the service providers is to prevent the loss of life and damage by improving their response time. The Civil Defence Department and the 999 call centre also assist the ...

Creator(s)
MUSTAFFA, A.A., KAZUNORI, H.
Contributor(s)
-
Publisher
Universitas Kristen Petra
Source
Civil Engineering Dimension, Vol. 14, No. 2, September 2012, 77-83; Mustaffa, A.A. (NA00404190), Kazunori, H. (NA00404189)
Total File
1 file(s)
Settlement control of soft ground using cement-ricehusk stabilization

Cement is widely used for improvement of soft soils, but financial and environmental concerns are causing genuine concerns to all parties, leading to the quest for alternative and effective stabilizers. Ricehusk is an agricultural waste in Malaysia, commonly disposed of by open burning or dumping in landfills. Considering that the ashes ...

Creator(s)
CHAN, C-M., MOKHTAR, M.
Contributor(s)
-
Publisher
Universitas Kristen Petra
Source
Civil Engineering Dimension, Vol. 14, No. 2, September 2012, 69-76; Chan, C-M. (NA00404187), Mokhtar, M. (NA00404188)
Total File
1 file(s)
Soil liquefaction in Padang due to Padang earthquake 30 September 2009

The Padang earthquake of M7.6 on 30 September 2009 (30S?09) caused damage to buildings, houses, public water facilities, and road ways. Several buildings were damaged due to liquefaction. This paper describes the liquefaction potential in Padang based on the site observation and analytical examination. The liquefaction was observed at a number ...

Creator(s)
HAKAM, A.
Contributor(s)
-
Publisher
Universitas Kristen Petra
Source
Civil Engineering Dimension, Vol. 14, No. 2, September 2012, 64-68; Hakam, A. (NA00404186)
Total File
1 file(s)
The Impact of changing storage area on flood magnitude and occurrence

This study focuses on the impact of combined catchment and storage upon flood occurrences and flood peaks. A significant factor that plays an important role of the combined catchment and storage is the ratio of contributing catchment area to storage area (AC/AS) where the impact significantly shows increasing frequency of storage ...

Creator(s)
KUSUMASTUTI, D.I.
Contributor(s)
-
Publisher
Universitas Kristen Petra
Source
Civil Engineering Dimension, Vol. 14, No. 2, September 2012, 57-63; Kusumastuti, D.I. (NA00404185)
Total File
1 file(s)
Mechanical properties of clayey sand treated with cement-rubbershreds

Residual soils of clayey sand composition can potentially be treated to construct a 2-layer pavement system. Using cement as the primary binder and recycled rubbershreds (<2 mm thick, 0.425 mm - 12 mm in length) as filler material, the improved ground can serve as a reliable road foundation, overlain with a ...

Creator(s)
CHAN, C.M.
Contributor(s)
-
Publisher
Universitas Kristen Petra
Source
Civil Engineering Dimension, Vol. 14, No. 1, March 2012, 7-12; Chan, C.M. (NA00404176)
Total File
1 file(s)
A Finite element analysis of bearing resistance of timber loaded through a steel plate

Decrease projected length of bolts due to bending deformation in timber joints compresses the steel washers onto timber member and increases lateral resistance of the joints. As this lateral strength increase primarily depend on bearing characteristics of timber beneath the steel washers, a finite element analysis was performed to predict their ...

Creator(s)
AWALUDIN, A., HIRAI, T., HAYASHIKAWA, T., LEIJTEN, A.J.M.
Contributor(s)
-
Publisher
Universitas Kristen Petra
Source
Civil Engineering Dimension, Vol. 14, No. 1, March 2012, 1-6; Awaludin, A. (NA00404161), Hirai, T. (NA00404158), Hayashikawa, T. (NA00404160), Leijten, A.J.M. (NA00404156)
Total File
1 file(s)