---
title: "Casting and curing temperature; concreting in Kathmandu"
subject: "Concrete Technology and Masonry Structure"
chapter: 4
key: "semester_5/concrete_technology_and_masonry_structure:casting-curing-temperature-kathmandu"
source: https://www.bctengineer.com/q/semester_5/concrete_technology_and_masonry_structure/casting-curing-temperature-kathmandu
site: BCT Engineering
---

# Casting and curing temperature; concreting in Kathmandu

Concrete Technology and Masonry Structure · Chapter 4: Properties of hardened concrete

- Asked in: 2064 Jestha (old course)
- Answer checked by Claude Sonnet 5.5 on 2026-10-14
- Page: https://www.bctengineer.com/q/semester_5/concrete_technology_and_masonry_structure/casting-curing-temperature-kathmandu
- Whole chapter: https://www.bctengineer.com/md/semester_5/concrete_technology_and_masonry_structure/chapter-4

## Question

Explain the influence of casting and curing temperatures on concrete strength and suggest the appropriate method of concreting in Kathmandu.

## Short answer

High temperature increases early strength but reduces long-term strength due to non-uniform gel; low temperature gives higher ultimate strength but slows early gain. In Kathmandu, cast in spring/autumn; in winter use warm water, cover, and delay form removal; in summer avoid hot/dry winds, shade, and cure continuously for 7–10 days.

## Answer

Casting and curing temperature change the speed of hydration and the final structure of the gel. A high temperature gives high early strength but a lower 28-day and long-term strength (non-uniform gel, coarse pores, drying cracks). A low temperature slows early strength but improves later strength, as the gel forms more densely; near freezing, hydration almost stops and fresh concrete can be damaged by ice.

#### Concreting in Kathmandu
Kathmandu valley has a temperate climate: mild to warm summers (up to about 30 °C) and cool winters (night temperature 0 to 5 °C in December to January) with fog and little rain in winter. The temperature is mostly favourable, but special care is needed in winter and in the pre-monsoon dry period.

1. **Season:** prefer casting in spring and autumn, between 10 and 30 °C; avoid pouring in the cold early morning of Poush to Magh, or heavy monsoon rain unless protected.
2. **Cement:** OPC 43 or PPC (Nepal Standard), with fresh stock; PPC is acceptable with extended curing. For durable work follow the minimum cement content and maximum w/c of IS 456 Table 5 for the exposure (mild or moderate: w/c 0.50 to 0.55).
3. **Winter:** keep the concrete at 5 °C or higher at placing (IS 456, Cl. 14.1); use warm mixing water, cover with plastic and straw/jute at night, delay formwork stripping, avoid casting if frost is expected.
4. **Summer (dry spells):** cast in early morning or evening, wet the forms, shade, and prevent plastic shrinkage cracking (IS 456, Cl. 14.1).
5. **Curing:** keep moist for at least 7 days for OPC and 10 days for PPC (IS 456, Cl. 13.5.1) with ponding or wet hessian, and use a curing compound where water is scarce.
6. **Mix:** use a water-reducing admixture, keep w/c low, compact properly, and cast cubes cured under site conditions for stripping decisions.

Thus normal procedures with attention to cold-night protection and proper curing are enough for Kathmandu.

## Check yourself

The answer's key points as multiple-choice questions, with the correct option and why.

1. High casting temperature versus low casting temperature has what effect on strength?
   A. High: low early, higher later; low: high early
   B. High: high early, lower later; low: slower early, better later
   C. Both give same strength
   D. High: higher at all ages
   Answer: B. High temperature gives non-uniform gel and coarse pores; low temperature gives denser gel. (Key point: Temperature effect)

2. Which winter measure is suggested for Kathmandu?
   A. Keep concrete at 5 C or higher at placing, using warm water and night covers
   B. Add extra water for workability
   C. Remove formwork early
   D. Avoid curing
   Answer: A. Winter nights near 0-5 C need warm mixing water, covers, delayed stripping. (Key point: Winter practice)

3. Minimum moist curing recommended (IS 456 Cl. 13.5.1)?
   A. 3 days for OPC and 5 days for PPC
   B. 14 days for both
   C. 7 days for OPC and 10 days for PPC
   D. 1 day for both
   Answer: C. IS 456 requires at least 7 days for OPC and 10 days for PPC. (Key point: Curing period)

4. In dry warm spells in Kathmandu, one should:
   A. Cast at noon for fast setting
   B. Use dry forms
   C. Add extra water
   D. Cast in early morning or evening, wet forms and avoid plastic shrinkage
   Answer: D. Cooler timing, wet forms and shade reduce plastic shrinkage. (Key point: Summer practice)

## Related in Concrete Technology and Masonry Structure

- [Hot climate concreting and curing](https://www.bctengineer.com/question.md?key=semester_5%2Fconcrete_technology_and_masonry_structure%3Ahot-weather-methods-curing) — Concrete Technology and Masonry Structure, chapter 3
- [Curing of concrete](https://www.bctengineer.com/question.md?key=semester_5%2Fconcrete_technology_and_masonry_structure%3Acuring-of-concrete) — Concrete Technology and Masonry Structure, chapter 3
- [Aggregate properties and their influence on concrete](https://www.bctengineer.com/question.md?key=semester_5%2Fconcrete_technology_and_masonry_structure%3Aaggregate-properties-influence) — Concrete Technology and Masonry Structure, chapter 1
- [Effect of temperature on compressive strength](https://www.bctengineer.com/question.md?key=semester_5%2Fconcrete_technology_and_masonry_structure%3Atemperature-effect-strength) — Concrete Technology and Masonry Structure, chapter 4
- [Acceptance criteria of concrete strength](https://www.bctengineer.com/question.md?key=semester_5%2Fconcrete_technology_and_masonry_structure%3Aacceptance-criteria-concrete) — Concrete Technology and Masonry Structure, chapter 5, asked 5×
- [Tensile strength tests of concrete](https://www.bctengineer.com/question.md?key=semester_5%2Fconcrete_technology_and_masonry_structure%3Atensile-strength-tests) — Concrete Technology and Masonry Structure, chapter 5, asked 2×

## Related in other subjects

- [Casting versus forging design considerations](https://www.bctengineer.com/question.md?key=semester_7%2Fmachine_design_ii%3Acasting-forging-design-differences) — Machine Design II, chapter 3
- [PET by Penman method, Kathmandu in February](https://www.bctengineer.com/question.md?key=semester_5%2Fengineering_hydrology%3Apenman-kathmandu-february) — Engineering Hydrology, chapter 3, asked 2×
