SAND IRON MORTAR WITH ADDITION OF LEAD OXIDE Pb3O4 VARIATION AS RADIATION SHIELDING OF X AND GAMMA RAYS
Abstract: To find out the
ideal radiation shielding material from civil engineering and radiation aspect
especially in the medical sector, in this research made sand iron mortar was
made with mix proportion of 1:4 with addition variation of lead oxide Pb3O4
that are 0% (M1), 20% (M2), 30% (M3), and 40% (M4) of loose volume of sand iron
and also Viscocrete-10 addition 0.6% of cement weight. Water cement ratio used
for M1, M2, M3, and M4 are 0.4, 0.41, 0.44, and 0.48 respectively. Sand iron
and lead oxide Pb3O4 as fine aggregate are tested to obtain its density and
unit weight as a basis to calculate the mix design. The specimens of each
variable of mortar are tested on its physical and mechanical properties, namely
weight per m3, compressive strength, tensile strength, and water absorption
with the number of specimens are 3 (three) of each variable of mortar. After
that, the specimens are tested with Gamma radiation with energy 1170 keV, 1330
keV (Cobalt 60), 662 keV (Cesium 137), and 323 keV (Cr 51) and X Ray radiation
with energy 70 kV and 90. The specimens are block shaped size 10 cm x 10 cm
with thickness variation of 1 cm up to 12 cm.
The result shows that the density of sand iron and lead oxide Pb3O4 are
3,8259 and 8,4693 respectively and the unit weights are 1,965 gr/cm3 and 2,535
gr/cm3 respectively. Weight per m3 of mortar was increased caused by the
increasing of lead oxide Pb3O4 on mortar. The compressive strength
significantly increased starting on M2 (37,328 MPa) from M1 (7,594 MPa) and a
bit decreased on M3 and M4, i.e. 32,188 Mpa and 30,144 Mpa respectively caused
by the increase of water cement ratio. The value of water absorption was
decreased as an effect of lead oxide Pb3O4 addition. From the result of Gamma
radiation test, it shows that the higher the density, the higher the
attenuation coefficient of the material and if the energy increases, the
attenuation coefficient of the material decreases except at the energy above
1200 keV where the attenuation coefficient increases back as a result of a pair
production phenomenon. The attenuation coefficient values of M1, M2, M3, and M4
are 0.102 cm-1, 0.145 cm-1, 0.152 cm-1, and 0.184 cm-1 respectively for energy
1330 keV; 0.060 cm-1, 0.104 cm-1, 0.120 cm-1, and 0.155 cm-1 respectively for
energy 1170 keV; 0.157 cm-1, 0.212 cm-1, 0.242 cm-1, and 0.284 cm-1,
respectively for energy 662 keV, and 0.202 cm-1, 0.309 cm-1, 0.330 cm-1, and
0.426 cm-1 respectively for energy 323 keV. The different result shows rom X
ray radiation test whereas occurred inaccurate data as a result of scattering
caused by wide beam owned by X ray so that the result cannot be compared with
the result of Gamma radiation test. So, the results of X ray radiation test
which can be used are the X ray photo of mortars that shows the homogeneity of
each variable of mortar. From the effectiveness aspect as a radiation shielding,
mortar M4 is the most effective because it has the biggest attenuation
coefficient value.
Author: Yasinta Yerry Permana
Sari
Journal Code: jptsipilgg130037

Artikel Terkait :
Jp Teknik Sipil gg 2013
- THE EFFECT OF VARIATION CONCRETE CUBE OF AXIAL LOAD ON ULTRASONIC PULSE VELOCITY TRANSMITTER
- INTEGRATED TICKETING SYSTEM OF PUBLIC TRANSPORT IN JAKARTA VS VÄRMLAND, SWEDEN
- ANALYSIS OF EFFECTIVE RAINFALL INTENSITY AND WORKING RAINFALL FOR BASIC WARNING CRITERIA DEVELOPMENT ON LAHAR FLOW EVENT
- THE USE OF NATURAL TRASS FROM SAYUTAN MAGETAN AND LIME FROM NGAMPEL BLORA AS THE MATERIAL OF CEMENT SUBSTITUTION FOR MORTAR MIXTURE
- HYDRAULIC SIMULATION OF FLASH FLOOD AS TRIGGERED BY NATURAL DAM BREAK
- Affordability Assessment to Implement Light Rail Transit (LRT) for Greater Yogyakarta
- Valuing Manggarai Station – Soekarno-Hatta International Airport Rail Link Using Stated Preference Approach
- The Comparison of a Roundabout Traffic Delay Estimation between SUMO and IHCM 1997 on Roundabout
- Flood Disaster Mitigation as Revealed by Cawang-Manggarai River Improvement of Ciliwung River
- Study of Lusi River Flood Discharge in Central Java Province
- Analysis of Hydraulic Flood Control Structure at Putat Boro River
- A REVIEW OF HIGH-SPEED RAIL PLAN IN JAVA ISLAND: A COMPARISON WITH EXISTING MODES OF TRANSPORT
- RESTRUCTURING INDONESIAN RAILWAY – INTEGRATION OR SEPARATION
- EVALUATING AND DEVELOPING LOGISTICS SYSTEM FOR EXPORTING SMALL AND MEDIUM ENTERPRISES (CASE STUDY IN YOGYAKARTA PROVINCE AND ADJACENT AREAS, INDONESIA)
- EVALUATION OF DISASTER MITIGATION SYSTEM AGAINST LAHAR FLOW OF PUTIH RIVER, MT. MERAPI AREA
- ANALYSIS OF SEDIMENT MOVEMENT IN A RIVER DIVERSION SYSTEM
- The Optimization Model of Runway and Gate Assignment
- Influence of Rainfall Patterns on the Instability of Slopes
- The Effects of Water Content Variation on Adhesion Factor of Pile Foundation in Expansive Soil
- Contractors Perceptions of Effects of Project Overhead Costs on Building Project Performance in South-South of Nigeria
- Performance of Periwinkle Shell Ash Blended Cement Concrete Exposed to Magnesium Sulphate
- Corrosion of Steel Reinforcements in Fly Ash- and Kaolin-based Geopolymer Concrete Immersed in Distilled Water and ASTM Seawater
- Seismic Behavior of Fatigue-Retrofitted Steel Frame Piers
- Evaluating Functional and Structural Condition Based Maintenances of Airfield Pavements